08.05: Design of high strength concrete filled tubular columns (Englisch)
- Neue Suche nach: Liew, J Y Richard
- Neue Suche nach: Xiong, Mingxiang
- Neue Suche nach: Wang, Yan‐Bo
- Neue Suche nach: Liew, J Y Richard
- Neue Suche nach: Xiong, Mingxiang
- Neue Suche nach: Wang, Yan‐Bo
In:
ce/papers
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1
, 2-3
;
1869-1878
;
2017
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ISSN:
- Aufsatz (Zeitschrift) / Elektronische Ressource
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Titel:08.05: Design of high strength concrete filled tubular columns
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Beteiligte:
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Erschienen in:ce/papers ; 1, 2-3 ; 1869-1878
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Verlag:
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Erscheinungsdatum:01.09.2017
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Format / Umfang:10 pages
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ISSN:
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DOI:
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Medientyp:Aufsatz (Zeitschrift)
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Format:Elektronische Ressource
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Sprache:Englisch
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Schlagwörter:
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Datenquelle:
Inhaltsverzeichnis – Band 1, Ausgabe 2-3
Zeige alle Jahrgänge und Ausgaben
Die Inhaltsverzeichnisse werden automatisch erzeugt und basieren auf den im Index des TIB-Portals verfügbaren Einzelnachweisen der enthaltenen Beiträge. Die Anzeige der Inhaltsverzeichnisse kann daher unvollständig oder lückenhaft sein.
- 1
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Eurosteel 2017 – Preface| 2017
- 4
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Eurosteel 2017 program| 2017
- 81
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00.01: Future challenges and developments in the design of steel structures – an Australian perspectiveRasmussen, Kim J.R. / Zhang, Hao et al. | 2017
- 95
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00.02: Developments in research and assessment of steel structures: Highlights from the perspective of an American researcherSchafer, Benjamin William et al. | 2017
- 115
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00.03: European research on steel structures in seismic areasMazzolani, Federico M. et al. | 2017
- 133
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00.04: Structural fire design – Developments in research and assessment of fire in steel and composite structuresKnobloch, Markus et al. | 2017
- 143
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00.05: Validation and verification in design of structural steel connectionsWald, František / Gödrich, Lukáš / Kurejková, Marta / Šabatka, Luboš / Kabeláč, Jaromír / Kojala, Drahoš et al. | 2017
- 153
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00.06: Advances and development needs in the structural design of steel box girders for major bridgesPolk, Henrik / Walker, Chris et al. | 2017
- 175
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01.02: Bobtail® bolt preload loss in wind turbine tower prototype: Hammerstein‐Wiener identification modelMohammadi, Mohammad Reza Shah / Matos, Rui / Rebelo, Carlos et al. | 2017
- 185
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01.03: Behaviour of bolted endplate connections of beams subjected to bi‐axial bending moments and axial forcesCouchaux, Maël / Rodier, Anthony et al. | 2017
- 195
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01.04: Joints between open section beams and tubular columns: New configuration for semi‐rigid and moment resistant bolted jointsVicente, Guiomar / Simões, Rui / Rebelo, Carlos et al. | 2017
- 205
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01.05: Experimental and theoretical study of large capacity extended end‐plate moment connectionSamaan, Rimon A. / El‐Serwi, Ahmed A. I. / El‐Hadary, Riham A. et al. | 2017
- 215
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01.07: Numerical investigation on the semi‐rigid behaviour of austenitic stainless steel connectionsHasan, Mohammad Jobaer / Ashraf, Mahmud / Uy, Brian et al. | 2017
- 225
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01.08: Bolted bearing connection with high strength steel and grade 12.9 boltWang, Yan‐Bo / Lyu, Yi‐Fan / Li, Guo‐Qiang et al. | 2017
- 234
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01.09: Transient state tests of cold‐formed stainless steel bolted connectionsCAI, Yancheng / YOUNG, Ben et al. | 2017
- 243
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01.10: Different approaches towards numerical modelling of bolt bearingJakše, Bojan / Može, Primož et al. | 2017
- 253
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01.11: NUMERICAL ANALYSIS OF FULL STRENGTH HEAVY BEAM‐TO‐COLUMN BOLTED CONNECTIONLisec, Damjan / Može, Primož et al. | 2017
- 263
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01.12: Development and validation of design criteria for free from damage steel jointsD'Aniello, Mario / Zimbru, Mariana / Latour, Massimo / Francavilla, Antonella / Landolfo, Raffaele / Piluso, Vincenzo / Rizzano, Gianvittorio et al. | 2017
- 272
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01.13: Experimental study of cover‐plate bolted joints with large or slotted holesCavène, Edouard / Durif, Sébastien / Bouchaïr, Abdelhamid / Toussaint, Evelyne et al. | 2017
- 282
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01.14: Tests of alternately loaded single‐cut joints with blind boltsSwierczyna, Szymon / Wuwer, Walter et al. | 2017
- 292
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01.15: Numerical investigation of preloaded gusset plate connections between polygonal built‐up membersJovašević, Slobodanka / Rebelo, Carlos / Pavlović, Marko / Veljković, Milan et al. | 2017
- 298
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01.16: Fatigue behaviour analysis of bolts in tee‐stub steel connectionsPennec, Fabienne / Durif, Sébastien / Camara, Aliou Badara / Robert, Jean‐Louis / Bouchaïr, Abdelhamid et al. | 2017
- 308
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01.17: Photogrammetric analysis of thin end‐plate deformations in steel and composite jointsBarcewicz, Wioleta et al. | 2017
- 316
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01.18: Optimization of the pre‐loading procedure for high‐strength bolts of FREEDAM connectionsCavallaro, Giovanni Ferrante / Francavilla, Antonella Bianca / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio et al. | 2017
- 332
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01.19: Cyclic behaviour of friction materials for FREEDAM connectionsCavallaro, Giovanni Ferrante / Francavilla, Antonella Bianca / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio et al. | 2017
- 342
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01.20: Preloading of stainless steel bolting assembliesStranghöner, Natalie / Jungbluth, Dominik / Afzali, Nariman et al. | 2017
- 352
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01.21: Static and cyclic behaviour of bolted gusset plate connections: Numerical and analytical modellingCouchaux, M. / Martin, P.O. / Rodier, A. et al. | 2017
- 362
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01.23: Seismic design of full‐strength full‐ductility extended endplate beam‐to‐column jointsFrancavilla, Antonella B. / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio et al. | 2017
- 372
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01.24: Moment‐resisting beam‐to‐column connections of corrugated web I sectionsAydın, Recep / Yüksel, Ercan / Yardımcı, Nesrin et al. | 2017
- 381
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01.25: The influence of end–plate joints stiffening on the rotation capacityOstrowski, Krzysztof / Kozłowski, Aleksander et al. | 2017
- 389
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01.26: Reliability assessment of flange cleat beam‐to‐column jointsSkejic, Davor / Rizzano, Gianvittorio / Curkovic, Ivan et al. | 2017
- 398
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01.27: Numerical analysis E‐stubs with four bolts per rowLopez, M. / Loureiro, A. / Gutierrez, R. / Reinosa, J. M. et al. | 2017
- 405
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01.28: Modelling of bolted connections by the finite element methodVilela, Paula Moura Leite / Carvalho, Hermes / Queiroz, Gílson et al. | 2017
- 414
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01.29: Experimental prequalification of bolted extended end plate beam to column connections with haunchesStratan, Aurel / Maris, Cosmin / Dubina, Dan / Neagu, Calin et al. | 2017
- 424
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01.30: Evaluation on clamping load of high strength bolts under ambient environmentNah, Hwan‐Seon / Choi, Sung‐Mo et al. | 2017
- 433
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02.01: Development of a new design approach for weldingsStroetmann, Richard / Kästner, Thoralf / Werner, Lars et al. | 2017
- 443
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02.02: FE welding residual stress simulation: Influence of boundary conditions and material modelsGkatzogiannis, Stefanos / Knoedel, Peter / Ummenhofer, Thomas et al. | 2017
- 453
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02.03: A reliable modelling of thermal, microstructure, and stress in arc stud welding joints and effect on fatigue strengthSoltanzadeh, Hadi / Hildebrand, Jörg / Kraus, Matthias et al. | 2017
- 461
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02.04: Experimental and numerical analyses of butt‐welded S460 jointsWudtke, Idna / Sirtl, Christin / Kraus, Matthias et al. | 2017
- 471
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02.05: Design of concrete‐filled steel tubular longitudinal gusset plate connectionsChen, Ju / Zhu, Ji‐hua / Xu, Fei / Xue, Wen et al. | 2017
- 479
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02.06: Weldability of old mild steels within the rehabilitation of historical steel structuresSieber, Lars / Kilian, Andrè / Flederer, Holger / Göbel, Gunther / Steinhauser, Marco et al. | 2017
- 489
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02.07: A numerical approach to the rotational stiffness of stake weldsNilsson, Peter / Al‐Emrani, Mohammad / Atashipour, Seyed Rasoul et al. | 2017
- 499
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02.08: The influence of plate thickness on the welding residual stresses from submerged arc welding in offshore steel structuresAndreassen, Michael Joachim / Yu, Zhenzhen / Liu, Stephen / Nielsen, Jens Henrik et al. | 2017
- 505
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03.01: Bonded steel joints under cyclic loading: Study on structural behaviour und fatigueCiupack, Yvonne / Ledecký, Lukáš / Pasternak, Hartmut / Fischer, Vitali / Stammen, Elisabeth / Dilger, Klaus et al. | 2017
- 514
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03.02: Structural assessment of a column splice with opened slotted holes: Finger ConnectionAndrade, Pedro / Lagerqvist, Ove / Simões, Rui / Veljkovic, Milan et al. | 2017
- 522
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03.03: Feasibility of hybrid simulation for testing steel connections of braces with intentional eccentricitySkalomenos, Konstantinos A. / Shimada, Hironari / Kurata, Masahiro / Nakashima, Masayoshi et al. | 2017
- 530
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03.05: Experimental investigations on semi‐continuous encased composite jointsDuarte da Costa, Job / Obiala, Renata / Odenbreit, Christoph et al. | 2017
- 540
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03.06: A study on the behaviour of steel beam‐column connections to deep wide flange columns for seismic applicationsPettersson, Frida / Rassati, Gian A. / Swanson, James A. / Burns, Thomas M. et al. | 2017
- 550
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03.07: Robustness in fire of a new type of beam‐to‐column connectionMalendowski, Michał / Burgess, Ian / Glema, Adam et al. | 2017
- 560
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03.09: Performance assessment and design methodology of free from damage moment resisting framesZimbru, Mariana / D'Aniello, Mario / Cabrera, Eliana Inca / Landolfo, Raffaele / De Martino, Attilio et al. | 2017
- 570
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03.10: Seismic design and performance of extended stiffened end‐plate jointsTartaglia, Roberto / D'Aniello, Mario / Costanzo, Silvia / Landolfo, Raffaele / De Martino, Attilio et al. | 2017
- 580
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03.11: Experimental investigation of the creep effect on prestressed bolts used in innovative friction connectionsD'Antimo, Marina / Demonceau, Jean‐François / Latour, Massimo / Rizzano, Gianvittorio / Jaspart, Jean‐Pierre et al. | 2017
- 590
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03.12: Global structural modelling of space frame structures with consideration of joint behaviour: An integral analysis approachMähr, Tobias / Espinha, Miguel / Ziegler, René et al. | 2017
- 599
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03.13: Experimental study on cyclic plastic behaviour of steel joint componentsBudaházy, Viktor / Dunai, László et al. | 2017
- 609
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03.14: Steel connections with thermal barrier for nearly zero‐energy buildings (NZEB)Larbi, A. Ben / Couchaux, M. / Bouchaïr, A. et al. | 2017
- 619
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03.15: Experimental tests and model study on self‐drilling screws connections subjected to shearGryniewicz, Marcin / Szlendak, Jerzy Kazimierz et al. | 2017
- 629
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03.16: Multiplanar K‐joints on cold‐formed open sections: An experimental study with high strength steelsManoleas, Panagiotis / Koltsakis, Efthymios / Veljkovic, Milan et al. | 2017
- 639
-
03.17: Design of haunches in structural steel jointsKurejková, Marta / Wald, František / Šabatka, Lubomír / Kabeláč, Jaromír et al. | 2017
- 649
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03.18: Anchor bolt tensile load distribution: Effects of the column base‐plate design: Wide flange column bases – loading on additional line of boltsde Macedo, Rafael Scudelari / de Macedo, Luiz Francisco Scudelari et al. | 2017
- 659
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03.19: Seismic performance of full strength extended stiffened joint: American vs New European approachTartaglia, Roberto / D'Aniello, Mario / Rassati, Gian A. / Swanson, James A. / Landolfo, Raffaele et al. | 2017
- 669
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03.20: Experimental tests on beam‐end connectors of cold‐formed steel storage pallet racksGiordano, Saverio / Gusella, Federico / Lavacchini, Giovanni / Orlando, Maurizio / Spinelli, Paolo et al. | 2017
- 679
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03.21: Structural glued connections with different metal substratesMachalická, Klára / Eliášová, Martina / Vokáč, Miroslav et al. | 2017
- 685
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03.22: Calculation model for moment ‐rotation relationship of bottom‐through‐diaphragm top‐ring connection between SST columns and HSS beamsCao, Shi / Shu, Ganping / Lin, Kunhong / Qin, Ying / Fan, Shenggang et al. | 2017
- 693
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03.24: Compressive strength of transverse and longitudinal T‐type branch plate‐to‐circular hollow section connectionsZapata, Luis Miguel / Graciano, Carlos et al. | 2017
- 702
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03.25: On the seismic behavior of the HBS and RBS moment connectionsNobari, Hesam Bafandeh / Hamed, Arash Akbari et al. | 2017
- 711
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03.26: Experimental assessment of friction dampers under impact loadingSantos, Ana Francisca / Santiago, Aldina / da Silva, Luís Simões / Latour, Massimo / Rizzano, Gianvittorio et al. | 2017
- 721
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03.27: Punching shear behaviour of an innovative connection between steel tubular column to flat concrete slabWang, Yongchang / Yu, Junlong et al. | 2017
- 729
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03.28: Performance of cruciform finite elements that model 2D steel joints with beams of unequal depth in frame analysisBayo, Eduardo / Loureiro, Alfonso / Lopez, Manuel et al. | 2017
- 739
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03.29: Behaviour of the short headed anchors with supplementary reinforcementBujnak, Jan / Bujnak, Jan jr / Farbak, Matus et al. | 2017
- 746
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03.30: Connection classification for a space structure jointing systemChenaghlou, Mohammad Reza / Hamed, Arash Akbari et al. | 2017
- 756
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03.31: Influence of design parameters on mechanic behavior of prefabircated self‐centering beam‐column connection with a bolted web friction deviceZhang, Yanxia. / Liu, Anran. / Shao, Dinan. / Liu, Xuechun. et al. | 2017
- 766
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03.32: Analytical prediction of moment‐rotation behaviour of austenitic stainless steel bolted connectionsHasan, Mohammad Jobaer / Ashraf, Mahmud / Uy, Brian et al. | 2017
- 776
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03.33: Experimental assessment of tolerances for the fabrication of laser‐cut steel jointsKanyilmaz, Alper / Castiglioni, Carlo Andrea / Brambilla, Giovanni / Gjoka, Kristian / Galazzi, Andrea / Raso, Sergio / Valli, Alberto / Brugnolli, Marco / Hojda, Ralf et al. | 2017
- 786
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03.34: European stiffened angle connections: Numerical studyReinosa, José M. / Loureiro, A. / Gutiérrez, R. / López, M. et al. | 2017
- 791
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03.35: Rivet shear strength in long connectionsTide, Raymond H.R. et al. | 2017
- 801
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03.36: Skewed extended shear tab connections: Behavior, analysis and parametric studyMahamid, Mustafa / Hijaj, Mutaz Al / Rahman, Adeeb / Malhas, Faris et al. | 2017
- 811
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04.01: Buckling of very short elastic cylinders with weld imperfections under uniform bendingFajuyitan, O. Kunle / Sadowski, Adam J. / Wadee, M. Ahmer et al. | 2017
- 821
-
04.02: Plastic behaviour of polygonal hollow sections in bendingRohr, Katharina / Knoedel, Peter / Ummenhofer, Thomas et al. | 2017
- 828
-
04.03: Buckling behaviour of axially compressed cylindrical shells made of stainless steelGorbachov, Anna / Stranghöner, Natalie / Rotter, J. Michael et al. | 2017
- 838
-
04.04: Buckling of elastic cylindrical shells under symmetric but non‐uniform bending moment distributionsWang, Jie / Sadowski, Adam J. et al. | 2017
- 848
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04.05: Analysis type influence on the durability prognosis for a steel tank corroded shellMaslak, Mariusz / Pazdanowski, Michal / Siudut, Janusz / Tarsa, Krzysztof et al. | 2017
- 858
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04.06: Post‐buckling strength of plate girders subjected to shear: Experimental verificationHansen, Thomas et al. | 2017
- 868
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04.07: On the axial buckling of very thin‐walled cylindrical shellsJäger‐Cañás, Andreas / Pasternak, Hartmut et al. | 2017
- 878
-
04.08: Investigations on the buckling behaviour of slender high strength steel plates under multiaxial stressesPourostad, Vahid / Zizza, Antonio / Kuhlmann, Ulrike et al. | 2017
- 888
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04.09: Cylindrically curved steel panels in bridge design: Buckling and post‐buckling behaviour under shear stressesLjubinković, Filip / Martins, João Pedro / da Silva, Luís Simões et al. | 2017
- 898
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04.10: Analysis of stiffened curved panels in compression: A preliminary numerical study for experimental testsPiculin, Sara / Sinur, Franc / Može, Primož et al. | 2017
- 908
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04.11: Strength enhancement in axially compressed cylinders with stepped wallsRotter, J. Michael / Al Lawati, Hussain et al. | 2017
- 918
-
04.12: Analysis of silo supporting ring beams: Resting on discrete supportsZeybek, Özer / Topkaya, Cem / Rotter, J. Michael et al. | 2017
- 928
-
04.13: Influence of closely spaced ring‐stiffeners on the axial buckling behavior of cylindrical shellsJäger‐Cañás, Andreas / Pasternak, Hartmut et al. | 2017
- 938
-
04.14: Transfer of axial loads in penstocks: Load carrying behaviour with and without thrust ringsEcker, Alexander / Unterweger, Harald et al. | 2017
- 948
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04.15: New design rules for tubes in combined walls in EN1993‐5Gresnigt, Nol / van Es, Sjors / Karamanos, Spyros / Vasilikis, Daniel et al. | 2017
- 960
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04.16: Rethinking imperfections in tanks and silosKnoedel, Peter / Ummenhofer, Thomas / Rotter, J. Michael et al. | 2017
- 970
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04.17: Cylindrical shell buckling under a hydraulic constraint: Numerical studySabau, Gabriel / Koltsakis, Efthymios / Lagerqvist, Ove et al. | 2017
- 980
-
04.18: Determination of the plastic limit load for a cylindrical shell under general loading conditions using FEASłowiński, Kamil / Piekarczyk, Marek et al. | 2017
- 990
-
04.19: Cost comparison of welded cellular plated square box and cellular shell column structuresJármai, Károly / Farkas, József et al. | 2017
- 1000
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04.20: Bending of rectangular plates subject to non‐uniform pressure distributions relevant to containment structuresBrown, C.J. / Goodey, R.J. / Rotter, J. Michael et al. | 2017
- 1010
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04.21: Buckling of externally pressurised spherical shells: Experimental results compared with recent design recommendationsBłażejewski, Paweł / Marcinowski, Jakub / Rotter, Michael et al. | 2017
- 1019
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05.01: Lattice girders with I‐sections and slotted gusset plates: Load carrying behaviour and ultimate capacity of compression members based on full scale girder testsUnterweger, Harald / Kampleitner, Andreas et al. | 2017
- 1029
-
05.02: Influence of rails on the stability of crane runway girdersKraus, Matthias / Mämpel, Silvio / Crisan, Andrei et al. | 2017
- 1039
-
05.03: Weld residual stresses effects in the design of welded plate girders: Simulation and ImplementationLaunert, Benjamin / Pasternak, Hartmut et al. | 2017
- 1048
-
05.04: Combined loading of slender stainless steel SHS/RHS membersŽidlický, Břetislav / Jandera, Michal et al. | 2017
- 1056
-
05.05: A flexibility‐based element for second‐order inelastic analysis using plastic hinge methodDu, Zuo‐Lei / Liu, Yao‐Peng / Chan, Siu‐Lai / Tan, Wei‐Qi et al. | 2017
- 1066
-
05.06: Design of web‐tapered steel members through a stiffness reduction methodKucukler, Merih / Gardner, Leroy / Macorini, Lorenzo et al. | 2017
- 1076
-
05.07: Structural behaviour of simple steel beams subject to axial compression, biaxial bending moments and torsionWalter, Adrian / Herbersagen, Julia / Winkler, Rebekka / Knobloch, Markus et al. | 2017
- 1086
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05.08: Lateral‐torsional buckling of beams of monosymmetrical cross‐sections loaded perpendicularly to the axis of symmetry: Theoretical analysisBalázs, Ivan / Melcher, Jindřich et al. | 2017
- 1096
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05.09: Experiment study on square steel tubular columns: Under compressive axial force with monotonic antisymmetric bending momentAoyama, Masahiro / Mitsui, Kazuya / Sato, Atsushi et al. | 2017
- 1106
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05.10: Numerical model for the buckling behaviour of tapered steel members based on experimental testsTankova, Trayana / Martins, João Pedro / da Silva, Luís Simões / Marques, Liliana et al. | 2017
- 1116
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05.11: Local buckling behavior of octagonal hollow cross‐section member under axial compression or bending shearNaohiro, Wada / Kikuo, Ikarashi / Tadayoshi, Okada / Yosuke, Kawabata et al. | 2017
- 1123
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05.12: Effect of initial imperfection on elasto‐plastic behavior of SHS columns under axial force with bending momentMitsui, Kazuya / Sato, Atsushi / Aoyama, Masahiro et al. | 2017
- 1133
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05.13: Efficient static and dynamic analysis of steel frames by one‐element‐per‐member modelsLiu, Si‐Wei / Liu, Yao‐Peng / Chen, Liang / Chan, Siu‐Lai et al. | 2017
- 1143
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05.14: Lateral torsional buckling of steel beams: Effect of discrete flexible intermediate supports at the upper flangeUnterweger, Harald / Kettler, Markus / Loschan, Sarah et al. | 2017
- 1152
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05.15: Development of circular tube slenderness classifications under axial and bending actionsRotter, John Michael / Sadowski, Adam Jan et al. | 2017
- 1162
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05.16: Stability behavior of graded dented cylindrical steel shells under the action of combined external and axial pressurePourkhorshidi, Sara / Abedi, Karim et al. | 2017
- 1172
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05.17: Modeling the stiffness reduction conditions of steel beam‐columnsRosson, Barry et al. | 2017
- 1182
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05.18: Maximum chord slenderness ratio of compressed stainless steel closely spaced built‐up membersDobrić, Jelena / Marković, Zlatko / Budjevac, Dragan / Spremić, Milan et al. | 2017
- 1190
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05.19: Lateral‐torsional buckling of steel beams with tapered flanges and webKuś, Juliusz et al. | 2017
- 1199
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05.20: Modified Ayrton‐Perry formula for flexural buckling of HSS welded box sectionsKövesdi, Balázs / Somodi, Balázs et al. | 2017
- 1209
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05.21: Bolted steel angles in compression: Influence of realistic end supportsKettler, Markus / Unterweger, Harald et al. | 2017
- 1219
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05.22: Stainless steel prestressed stayed columnsPichal, Radek / Machacek, Josef et al. | 2017
- 1225
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05.23: Optimal prestressing of triple‐bay prestressed stayed columnsYu, Jialiang / Wadee, M. Ahmer et al. | 2017
- 1235
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05.24: New interaction formulae for sensitive structures to the second order effectsMercier, Charlotte / Khelil, Abdelouahab / Pamies, Alain et al. | 2017
- 1245
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05.25: Lateral torsional buckling investigation on welded Q460GJ structural steel unrestrained singly‐symmetric beams under a point loadZhang, Yue / Yang, Bo / Xiong, Gang / Elchalakani, Mohamed / Nie, Shidong et al. | 2017
- 1255
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05.26: Reliability assessment for local buckling of platesSchillo, Nicole / Taras, Andreas / Feldmann, Markus et al. | 2017
- 1265
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05.27: Resistance of mono‐axially bent beams of welded I‐sections: FEM verification of Eurocode's buckling curve formulationGiżejowski, Marian Antoni / Szczerba, Radosław Bronisław / Gajewski, Marcin Daniel et al. | 2017
- 1275
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05.28: Deformation capacity of steel column under combined loading: Compressive axial force with double curvature bending momentSato, Atsushi / Ono, Tetsuro et al. | 2017
- 1285
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05.29: Interaction curves for local and distortional buckling of polygonal tubes in combined torsion and axial loadingRendall, Morgan A. / Hancock, Gregory J. / Rasmussen, Kim J.R. et al. | 2017
- 1295
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05.30: Stability and load bearing capacity of a braced truss under upward wind loadingKrajewski, Marcin / Iwicki, Piotr et al. | 2017
- 1305
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05.31: Experiments and fem‐simulations of local buckling of sand‐filled tubular pilesWinkel, Jort / Kostis, Nikolaos / Peters, Dirk Jan / van Es, Sjors Harry Jan et al. | 2017
- 1315
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05.32: Experimental and numerical study on the collapse behavior of an all‐steel accordion force limiting devicePoursharifi, Maryam / Abedi, Karim / Chenaghloua, Mohammadreza et al. | 2017
- 1325
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05.33: LTB resistance of rolled I‐section beams: FEM verification of Eurocode's buckling curve formulationGiżejowski, Marian Antoni / Szczerba, Radosław Bronisław / Gajewski, Marcin Daniel et al. | 2017
- 1335
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05.34: Influence of temporary bridge decks on continuously welded railsDe Backer, Hans / Mys, Jan / Van Puymbroeck, Evy et al. | 2017
- 1344
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05.35: Extended design method for in‐plane stability of haunched sway portal framesvan Hove, B.W.E.M. (Dianne) / Snijder, H.H. (Bert) / Hofmeyer, Herm / Altinga, Noud et al. | 2017
- 1353
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05.36: An efficient approach to limiting the elastic range in advanced analysis of steel structures via RPHMLemes, Ígor José Mendes / Barros, Rafael Cesário / Batelo, Everton André Pimentel / da Mota Silveira, Ricardo Azoubel et al. | 2017
- 1363
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05.37: On stability of unbraced steel frames with semi‐rigid jointsKrystosik, Przemysław et al. | 2017
- 1371
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05.38: Design procedure development of light gauge built‐up beam to ensuer yield bending strength: Antisymmetric bending momentYoshimoto, Shun / Sato, Atsushi et al. | 2017
- 1381
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05.39: GBT‐based Finite Element formulation for elastic buckling analysis of conical shellsNedelcu, Mihai / Mureşan, Adina‐Ana et al. | 2017
- 1390
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05.40: Warping constant equations for hot rolled steel channel sectionsZhang, Ailin / Zhang, Qingfang / Jiang, Ziqin et al. | 2017
- 1399
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05.41: A unified catastrophe theory approach for the in‐plane buckling of steel arches under point gravitational loadingPantazi, Vasiliki S. / Sophianopoulos, Dimitrios S. et al. | 2017
- 1407
-
05.42: Evaluation of ultimate strength and plastic deformation capacity of square hollow section members under bending shearSato, Kosuke / Ikarashi, Kikuo et al. | 2017
- 1417
-
05.43: Lateral‐torsional buckling of beams of double symmetrical and mono‐symmetrical cross‐sections loaded perpendicularly to the axis of symmetry: Experimental verificationHoráček, Martin / Melcher, Jindřich et al. | 2017
- 1427
-
06.01: Critical bridges in high‐speed railway lines: Systematic identification for specific trainsUnterweger, Harald / Schörghofer, DI Andreas / Taras, Andreas et al. | 2017
- 1437
-
06.03: Dynamic increase factor for nonlinear static alternate path analysis of steel moment‐resisting frames against progressive collapseFerraioli, Massimiliano / Lavino, Angelo / Mandara, Alberto et al. | 2017
- 1447
-
06.05: Wind and Earthquake Damping System for the Isozaki/Allianz Tower in Milan, ItalyCastellano, M. Gabriella / Borella, Rudy / Pigouni, Aikaterini E. / Infanti, Samuele et al. | 2017
- 1457
-
06.06: Vibration reduction of steel girder bridges: Using shape memory alloy cablesLiu, Airong / Liu, Chun‐Hui / Pi, Yong‐Lin / Huang, Yong‐Hui et al. | 2017
- 1463
-
06.07: Comparison of Blast Performance of Steel Modular Buildings with Anchored and Sliding FoundationsErkmen, Bulent et al. | 2017
- 1473
-
06.08: Vibration Control of Novel Passive Multi‐joints Rotational Friction DampersMualla, Imad / Koss, Holger et al. | 2017
- 1483
-
07.01: New developments in the Direct Strength Method (DSM) for design of cold‐formed steel sections under localised loadingNguyen, Van Vinh / Hancock, Gregory J. / Pham, Cao Hung et al. | 2017
- 1493
-
07.02: Distortional‐global interaction in lipped channel beams: Part I: Mechanics and elastic behaviourMartins, André Dias / Camotim, Dinar / Gonçalves, Rodrigo / Dinis, Pedro Borges et al. | 2017
- 1503
-
07.03: Distortional‐global interaction in lipped channel beams: Part II: Strength, relevance and DSM designMartins, André Dias / Camotim, Dinar / Dinis, Pedro Borges et al. | 2017
- 1513
-
07.04: Web crippling design of hollow flange channel beams under one flange load casesSteau, Edward / Keerthan, Poologanathan / Mahendran, Mahen et al. | 2017
- 1523
-
07.05: Fatigue life assessment of cold‐formed steel roof battensKathekeyan, Myuran / Mahendran, Mahen et al. | 2017
- 1533
-
07.06: Numerical determination of plastic collapse loads for sections under concentrated transverse forcesdos Santos, Gabriel B. / Gardner, Leroy / Kucukler, Merih et al. | 2017
- 1543
-
07.07: Numerical study of screw fasteners in built‐up CFS chord studsKechidi, Smail / Fratamico, David C. / Bourahla, Nouredine / Castro, José M. / Schafer, Benjamin W. et al. | 2017
- 1553
-
07.08: Experimental and numerical study of the behaviour of eccentrically loaded cold‐formed channel sections – determination of an optimal load eccentricityMerkl, Christian / Toffolon, Andrea / Taras, Andreas et al. | 2017
- 1563
-
07.09: Trapezoidal sheet hangers and concentrated or linear load distribution in profiled sheetingŠorf, Marek / Jandera, Michal et al. | 2017
- 1571
-
07.10: Elastic buckling strength of light‐gauge built‐up member from lipped C‐section under compressionTakahashi, Daimu / Ikarashi, Kikuo / Kobashi, Tomoki et al. | 2017
- 1580
-
07.11: Rotational behavior of cold formed steel beams connected through clip anglesnatesan, vijayakumar / madhavan, mahendrakumar et al. | 2017
- 1590
-
07.12: On the design of cold‐formed steel beams with holes in shear using the direct strength methodPham, Song Hong / Pham, Cao Hung / Hancock, Gregory J. et al. | 2017
- 1600
-
07.13: On extending the direct strength method to the design of cold‐formed steel built‐up columnsAbbasi, Mandana / Khezri, Mani / Rasmussen, Kim J. R. et al. | 2017
- 1609
-
07.14: Rack uprights under combined compression and bi‐axial bending: Experimental testing, numerical analysis and European standard approachPastor, Ma Magdalena / Bonada, Jordi / Roure, Francesc / Casafont, Miquel / Somalo, Ma Rosa et al. | 2017
- 1617
-
07.15: Experimental and numerical investigation of cold‐formed steel built‐up stub columnsMeza, Francisco / Becque, Jurgen et al. | 2017
- 1627
-
07.16: On the distortional buckling capacity of pallet rack uprightsCrisan, Andrei / Kraus, Matthias / Handabut, Andreea et al. | 2017
- 1637
-
07.17: Design methods for drive‐in steel storage racksShaheen, Mahmoud S.A. / Rasmussen, Kim J.R. et al. | 2017
- 1647
-
07.18: Cold‐formed C‐sections encased in ultra‐lightweight concrete: Development of a Eurocode‐based design methodHegyi, Péter / Dunai, László et al. | 2017
- 1657
-
07.19: Geometric imperfection measurements on cold‐formed steel channels: An approach using 3D non‐contact laser scannerSelvaraj, Sivaganesh / Madhavan, Mahendrakumar et al. | 2017
- 1667
-
07.20: Application of the compound strip method in buckling analysis of cold‐formed steel built‐up sectionsKhezri, Mani / Abbasi, Mandana / Rasmussen, Kim J. R. et al. | 2017
- 1677
-
07.21: Experimental setups for the measurement of the rotational restraint provided to cold‐formed Z‐purlins by sandwich panelsBalázs, Ivan / Melcher, Jindřich / Belica, Andrej / Oly, René / Misiek, Thomas et al. | 2017
- 1687
-
07.22: On the use of constrained finite element method in the design of cold‐formed steel Z purlinsHoang, Trung / Ádány, Sándor et al. | 2017
- 1697
-
07.23: Effect of loading rate on the pull‐through capacities of cold‐formed steel roof battensKathekeyan, Myuran / Mahendran, Mahen / Sivapathasundaram, Mayooran et al. | 2017
- 1707
-
07.24: Behaviour of gypsum sheathed cold‐formed steel stud walls under lateral loadingsSelvaraj, Sivaganesh / Madhavan, Mahendrakumar et al. | 2017
- 1716
-
07.25: Assessment of the utilisation of corrugated cardboard as a core material for sandwich panelsvon der Heyden, Aaron / Lange, Jörg et al. | 2017
- 1726
-
07.26: Structural analysis of C and I shaped cold‐formed steel columnsCraveiro, Helder / Ribeiro, João / Breda, Ricardo et al. | 2017
- 1736
-
07.27: Experimental and theoretical investigation on the local collapse of liner traysGeorgescu, Mircea / Ungureanu, Viorel / Gruin, Aurelian / Floricel, Andra et al. | 2017
- 1746
-
07.28: Fastening to face sheets of sandwich panelsMisiek, Thomas / Käpplein, Saskia et al. | 2017
- 1756
-
07.29: A unified methodology for the modelling of steel behaviour: An application‐oriented methodologyHassan, Muhammad Shariq / Salawdeh, Suhaib / Goggins, Jamie et al. | 2017
- 1766
-
07.30: Ways of improving the stability design calculations of cold‐formed columnsBelyy, Grigoriy / Kuznetsov, Aleksei et al. | 2017
- 1776
-
07.31: Fire performance of LSF walls with web stiffened channel sections using finite element analysisDias, Yomal / Keerthan, Poologanathan / Mahendran, Mahen et al. | 2017
- 1786
-
07.32: The flexural strength behavior of profiled steel sheet – with hot rolled plate panel system with bolted connectionGovindan, Senthil kumar / Madhavan, Mahendrakumar et al. | 2017
- 1796
-
07.34: Influence of semi‐rigid sleeve joints on the multi‐span purlin designGutiérrez, R. / Loureiro, A. / Reinosa, J.M. / López, M. et al. | 2017
- 1802
-
07.36: Strength of combined sigma cold formed section columnsAghoury, M. El. / Hanna, M.T. / Amoush, E.A. et al. | 2017
- 1812
-
07.37: Development in calculation of stressed skin effect upon experimental and numerical research resultsLendvai, Anita / Joó, Attila László et al. | 2017
- 1822
-
07.38: A GBT‐framework towards modal modelling of steel structuresHansen, Anders Bau / Jönsson, Jeppe et al. | 2017
- 1831
-
08.01: Numerical simulation of the load bearing behaviour of concrete dowels in slim‐floor construction – CoSFBBraun, Matthias / Obiala, Renata / Odenbreit, Christoph et al. | 2017
- 1841
-
08.02: Experimental research of multiple perfobond connectors for composite girdersNeto, C. / Costa‐Neves, L. F. / da S. Vellasco, P. C. G. / Jordão, S. / Ihaddoudene, A. N. T. et al. | 2017
- 1851
-
08.03: Mechanical model to predict the resistance of the shear connection in composite beams with deep steel deckingOdenbreit, Christoph / Nellinger, Sebastian et al. | 2017
- 1859
-
08.04: Limits of plastic design for composite beams: Requirements for slim and compact composite sectionsSchäfer, Markus et al. | 2017
- 1869
-
08.05: Design of high strength concrete filled tubular columnsLiew, J Y Richard / Xiong, Mingxiang / Wang, Yan‐Bo et al. | 2017
- 1879
-
08.07: Performance and capacity of composite “mega columns” with encased hot rolled steel sectionsBogdan, Teodora / Gerardy, Jean–Claude / Davies, Donald W. / Popa, Nicoleta et al. | 2017
- 1889
-
08.08: Prefabricated demountable concrete and FRP decks in composite structuresPavlović, Marko / Veljković, Milan et al. | 2017
- 1899
-
08.09: Design of cold‐formed steel composite flooring systems with partial shear connectionKyvelou, Pinelopi / Gardner, Leroy / Nethercot, David A. et al. | 2017
- 1909
-
08.10: Experimental study of ferritic stainless steel composite slabsLauwens, Kathleen / Douchy, Jonas / Fortan, Maarten / Arrayago, Itsaso / Mirambell, Enrique / Van Gysel, Ann / Rossi, Barbara et al. | 2017
- 1919
-
08.11: The SMARTCOCO project: A research push for hybrid structuresPlumier, André / Degée, Hervé et al. | 2017
- 1929
-
08.12: Mega composite columns in plant constructionDürr / Gong, FY. / Bartenbach, J. et al. | 2017
- 1939
-
08.13: Structural performance assessment of steel frames with reinforced concrete wallsVogiatzis, Tzanetis / Avdelas, Aris et al. | 2017
- 1948
-
08.14: Behaviour of innovative demountable shear connectors subjected to combined shear and axial tensionVarsani, Harshad / Tan, Ee Loon / Singh, Balbir et al. | 2017
- 1956
-
08.15: Axial behaviour of concrete filled lean duplex stainless steel square hollow sectionsLam, Dennis / Yang, Jie / Mohammed, Asif et al. | 2017
- 1966
-
08.16: Static shear capacity of small‐scaled pin shear connectorsWolters, Kevin / Kopp, Maik / Feldmann, Markus / Claßen, Martin / Schäfer, Johannes et al. | 2017
- 1976
-
08.17: Experimental behaviour of high‐strength thin‐walled concrete filled steel tubular stub columnsLume, Gavin / Rasmussen, Kim J. R. / Tao, Zhong / Han, Lin‐Hai et al. | 2017
- 1986
-
08.18: Influence of composite beams on the seismic behaviour of EBFVătăman, Adina / Ciutina, Adrian / Grecea, Daniel et al. | 2017
- 1996
-
08.19: Tests on concrete‐filled double skin tubular beams with circular stainless steel outer tubesWang, Fangying / Young, Ben / Gardner, Leroy et al. | 2017
- 2006
-
08.20: Experimental verification of composite action using push‐out testsKvočák, Vincent / Dubecký, Daniel / Kožlejová, Viktória et al. | 2017
- 2013
-
08.21: Shear strength of headed stud push‐out tests: Comprehensive literature review focusing on slab type, failure mode, and large‐diameter headed studHirama, Chihiro / Ishikawa, Takashige / Hisagi, Akie et al. | 2017
- 2023
-
08.22: Axially compressive behaviours of steel tubes filled with post‐pouring concrete and precast segments containing DCLs and FCWU, Bo / PENG, Chengwei et al. | 2017
- 2031
-
08.23: Performance and design of shear‐keys in hybid RC beam and steel column systemsMoharram, Moustafa I. / Bompa, Dan V. / Elghazouli, Ahmed Y. et al. | 2017
- 2041
-
08.25: The influence of the concrete slab on the behaviour of steel‐concrete composite joints for braced framesFasan, Marco / Bedon, Chiara / Amadio, Claudio et al. | 2017
- 2051
-
08.27: Steel‐timber composite (STC) beams: Numerical simulation of long‐term behaviourChiniforush, Alireza A. / Valipour, Hamid / Akbarnezhad, Ali / Bradford, Mark et al. | 2017
- 2060
-
08.28: Push out tests of a novel shear connection mechanism for use in demountable precast composite beamsFeidaki, Eliza / Vasdravellis, George et al. | 2017
- 2070
-
08.29: Experimental investigation of concrete‐filled double skin tubular stub columns with ferritic stainless steel outer tubesWang, Fangying / Young, Ben / Gardner, Leroy et al. | 2017
- 2080
-
08.30: Experimental investigation and specific behaviour of X‐HVB shear connectors in prefabricated composite decksGluhović, Nina / Marković, Zlatko / Spremić, Milan / Pavlović, Marko et al. | 2017
- 2090
-
08.31: Analysis of the load transfer between materials in composite concrete encased steel columns loaded axiallyGrzeszykowski, Bartosz / Szmigiera, Elżbieta Danuta et al. | 2017
- 2100
-
08.33: Full scale test on steel‐concrete composite beams: Investigation of innovative shear connectorsKovács, Nauzika / Kövesdi, Balázs / Kachichian, Mansour / Frank, Máté Ferenc et al. | 2017
- 2110
-
08.34: Influence of profiled steel sheet on the load‐carrying capacity of concrete composite slabs with rebar trussWan, Haiying / Feng, Ran / Li, Tangying et al. | 2017
- 2120
-
08.35: Compressive behavior of concrete filled double skin sections consisting of corrugated plates and ultra‐high strength steel corner tubesFarahi, Mojtaba / Heidarpour, Amin / Zhao, Xiao‐Ling / Al‐Mahaidi, Riadh et al. | 2017
- 2128
-
08.36: Numerical modelling of circular CFST members and assessment of multi‐axial stress state effectsJiang, Yadong / Kalemi, Bledar / Silva, António / Castro, José Miguel / Monteiro, Ricardo et al. | 2017
- 2138
-
08.37: Experimental analysis of concrete‐filled double skin tubular columns subjected to eccentric loadsIbañez, Carmen / Piquer, Ana / Hernández‐Figueirido, David / Martínez‐Ramos, Óscar et al. | 2017
- 2147
-
08.38: Experimental characterisation of the flexural behaviour of rubberized concrete‐filled steel tubular membersSilva, António / Jiang, Yadong / Castro, José Miguel / Monteiro, Ricardo et al. | 2017
- 2157
-
08.39: Experimental investigations on performance enhancement of composite steel concrete shear walls by using steel fibre reinforced concreteDan, Daniel / Stoian, Valeriu / Florut, Sorin‐Codrut / Fabian, Alexandru / Boita, Emanuela et al. | 2017
- 2166
-
08.40: Numerical investigation of mechanical properties of multi‐planar concrete‐filled steel tubular jointsChen, Juan / Nie, Jianguo / Zhou, Chengye et al. | 2017
- 2176
-
08.41: Renewal method for aged steel bridges with polymer cement mortarTaniguchi, Nozomu / Satake, Shinya / Lin, Weiwei / Hiroe, Masaaki / Kubo, Takeaki et al. | 2017
- 2183
-
08.42: Composite behaviour of headed stud shear connectors with BubbleDeck flooringDenoord, Luke / Varsani, Harshad / Tan, Ee Loon / Singh, Balbir et al. | 2017
- 2190
-
08.43: Composite effect of binding frames installed inside composite mega column (more than 1m in width)Kang, Ji‐Su / Ju, Jeong‐Su / Hwang, Seul‐Ki / Park, Yong‐Pil / Yom, Kyong‐Soo / Choi, Sung‐Mo et al. | 2017
- 2200
-
08.44: Elastic buckling behavior of the surface material in sandwich structureYamanaka, Moe / Ikarashi, Kikuo / Inaba, Toru et al. | 2017
- 2210
-
08.46: Local buckling of thin‐walled tubes encased in concreteAlbareda‐Valls, Albert / Carreras, Jordi Maristany / Carrera, David Garcia et al. | 2017
- 2220
-
08.47: Experimental study of cross‐section shape and infill influence on CFST stub columns subjected to axial loadHernández‐Figueirido, David / Ibañez, Carmen / Piquer, Ana / Martínez‐Ramos, Óscar et al. | 2017
- 2227
-
08.48: Double‐steel plate composite shear walls: In‐plane seismic behaviourElmatzoglou, Michaela / Avdelas, Aris et al. | 2017
- 2237
-
08.49: Comparison of headed studs with perfobond shear connectors – experimental and numerical analysisSpremić, Milan / Gluhović, Nina / Marković, Zlatko / Dobrić, Jelena / Filipović, Aljosa et al. | 2017
- 2247
-
08.50: A study on the bond stress‐slip behavior between engineered cementitious composites and structural steel sectionsRana, Mohammad M. / Lee, Chi King / Al‐Deen, Safat et al. | 2017
- 2257
-
08.51: An experimental study of composite beam‐column joints subject to impact loadsChen, Kang / Tan, Kang Hai / Yang, Bo et al. | 2017
- 2267
-
08.52: Numerical modeling of circular CFT columns with experimental verificationHwang, Ju‐young / Kwak, Hyo‐Gyoung et al. | 2017
- 2273
-
08.53: Integral analysis of steel concrete beams, Regarding creep of concrete according EC2, versus (AAEMM) of bažantPartov, Doncho / Kantchev, Vesselin et al. | 2017
- 2283
-
08.54: Behaviour of steel‐timber beam in bendingJURKIEWIEZ, Bruno / DURIF, Sebastien / BOUCHAIR, Abdelhamid et al. | 2017
- 2292
-
08.56: Horizontal distribution of concentrated loads in ComFlor210 composite slabsAbspoel, Roland / Stark, Jan / Prins, Henk et al. | 2017
- 2302
-
08.57: The friction investigation of CFRP confined CFST specimens with modified concreteEvirgen, Burak / Tuncan, Mustafa / Tuncan, Ahmet et al. | 2017
- 2310
-
08.58: Ultimate behaviour and design of hybrid flat slabs with steel shear headsBompa, Dan V. / Elghazouli, Ahmed Y. et al. | 2017
- 2320
-
08.59: Shear behavior of concrete walls reinforced by multiple steel profiles Calibration of numerical modelDragan, Dan / Plumier, Andre / Degée, Hervé et al. | 2017
- 2329
-
08.60: Composite dowels in cracked concrete Experimental investigationClassen, Martin / Christou, Georgios / Hegger, Josef et al. | 2017
- 2339
-
08.61: A new approach for the serviceability limit state design of composite steel‐concrete slabsRanzi, Gianluca et al. | 2017
- 2349
-
09.01: Numerical methods for the fatigue assessment of welded joints – influence of misalignment and geometric weld imperfectionsTaras, Andreas / Unterweger, Harald et al. | 2017
- 2359
-
09.02: Effects of laser cutting on the cut‐edge properties of structural steel S355N subjected to high‐cycle fatigueZanon, Gabriele / Bursi, Oreste S. / Scardi, Paolo / D'incau, Mirco / Raso, Sergio et al. | 2017
- 2368
-
09.03: Size effect of as‐welded and post‐weld treated construction details under fatigue loadingDürr, André / Bucak, Ömer / Roth, Jakob et al. | 2017
- 2378
-
09.04: Fatigue behaviour of the closed rib to deck and crossbeam joint in a newly designed orthotropic bridge deckWu, Weijian / Kolstein, Henk / Veljković, Milan / Pijpers, Richard / Vorstenbosch‐Krabbe, Jos et al. | 2017
- 2388
-
09.05: Remaining fatigue life of steel railway bridges: Improved models for considering realistic behaviourKugler, Paul / Unterweger, Harald et al. | 2017
- 2398
-
09.06: Continuous fatigue test of welded joint taken from SBHS700 girder specimenOno, Yuki / kinoshita, Koji / Ceballos, Sean et al. | 2017
- 2404
-
09.07: Observations on fracture toughness measurement: At the corners of G450 cold‐formed steel channel sections subjected to TensionDIAS‐DA‐COSTA, Daniel / PHAM, Tien Dat / TU, John / PHAM, Cao Hung / HANCOCK, Gregory J. / PROUST, Gwenaelle et al. | 2017
- 2414
-
09.08: Structural behaviour of steel seismic links under strong cyclic loadingPapatheocharis, Theocharis / Chatzopoulou, Giannoula / Karamanos, Spyros A. / Perdikaris, Philip C. et al. | 2017
- 2424
-
09.09: Experimental fatigue analysis of high strength steel structuresMecséri, Balázs József / Kövesdi, Balázs et al. | 2017
- 2434
-
09.10: Shear damage evaluation of bolted steel jointsRibeiro, João / Santiago, Aldina / Rigueiro, Constança et al. | 2017
- 2444
-
09.11: Acoustic emission signal characteristics of damage accumulation in non‐buckling steel plate shear wallSun, Feifei / Xiao, Ben / Zhang, Yunfeng et al. | 2017
- 2451
-
09.12: Assessment of old mild steel structures related to brittle fractureSieber, Lars / Stroetmann, Richard et al. | 2017
- 2461
-
09.13: The right choice of steel: Towards an optimized choice of the steel grade for toughness assessmentTibolt, Mike / Kühn, Bertram / May, Marc et al. | 2017
- 2471
-
09.15: Fatigue life prediction of New Little Belt Bridge steel deck under a cracked pavement section: Comparison between a monitoring‐based and a FE modelling approachesFarreras‐Alcover, Isaac / Sørensen, Paw Lee / Bitsch, Niels et al. | 2017
- 2481
-
09.16: Edge clamping effect on the fatigue resistance of an orthotropic steel bridge deckVan Bogaert, Philippe et al. | 2017
- 2489
-
09.17: Fatigue life of marked steel componentsJungbluth, Dominik / Stranghöner, Natalie et al. | 2017
- 2499
-
09.18: Innovative composite deck slab for railway bridges: Analysis of the fatigue behaviour of the shear connectors using the strain‐life methodTakacs, Patrik / Fink, Josef et al. | 2017
- 2508
-
10.01: Analytical methods for the prediction of fire resistance of “reinforced” slim floor beamsHanus, François / Zaganelli, Dario / Cajot, Louis‐Guy / Braun, Matthias et al. | 2017
- 2518
-
10.02: Numerical simulation of fire‐resistance test of steel beamCábová, Kamila / Lišková, Nikola / Benýšek, Martin / Zeman, Filip / Wald, František et al. | 2017
- 2526
-
10.03: Numerical investigation on the fire behaviour of steel beams with local fire protection damagesBihina, Gisèle / Zhao, Bin et al. | 2017
- 2534
-
10.04: Behaviour of plane frames of high strength steel in fireShakil, Saani / Lu, Wei / Puttonen, Jari et al. | 2017
- 2544
-
10.05: Experimental investigation on ferritic stainless steel post‐fire mechanical propertiesHo, Wing Kei / Huang, Yuner et al. | 2017
- 2553
-
10.06: Fire performance of CFS walls with web‐perforated studs–A numerical investigationXu, Lei / Yang, Shijun / Cui, Jia et al. | 2017
- 2563
-
10.07: Numerical analysis of the fire resistance of high‐strength steel circular columnsTondini, Nicola / Demonceau, Jean‐François et al. | 2017
- 2572
-
10.08: Application of advanced materials for enhancing the fire performance of slim‐floorsEspinós, Ana / Albero, Vicente / Romero, Manuel L. / Hospitaler, Antonio / Ibáñez, Carmen et al. | 2017
- 2582
-
10.09: Critical temperatures of members with class 4 cross‐sectionMaia, Élio / Couto, Carlos / Real, Paulo Vila / Lopes, Nuno et al. | 2017
- 2592
-
10.10: Influence of beam‐end buckling on adjacent beam‐column connections in fireQuan, Guan / Huang, Shan‐Shan / Burgess, Ian et al. | 2017
- 2601
-
10.11: Fire design of rectangular hollow section jointsBączkiewicz, Jolanta / Malaska, Mikko / Pajunen, Sami / Heinisuo, Markku et al. | 2017
- 2610
-
10.12: Numerical modelling of steel sheathed LSF walls under fire conditionsDias, Yomal / Keerthan, Poologanathan / Mahendran, Mahen et al. | 2017
- 2620
-
10.13: Bending resistance evaluation of shallow floor beams exposed to fireLeskela, Matti V. et al. | 2017
- 2628
-
10.14: Fire design method for eccentrically loaded concrete‐filled steel tubular columns based on interaction diagramsEspinós, Ana / Albero, Vicente / Ibáñez, Carmen / Romero, Manuel L. / Hospitaler, Antonio et al. | 2017
- 2638
-
10.15: Thermal modelling of LSF floor systems made of lipped channel and hollow flange channel section joistsSteau, Edward / Keerthan, Poologanathan / Mahendran, Mahen et al. | 2017
- 2648
-
10.16: Behaviour of high‐strength bolts at elevated temperatures under double‐shear loadingSeif, Mina / Weigand, Jonathan / Peixoto, Rafaela / Vieira, Luiz et al. | 2017
- 2658
-
10.17: Mechanical properties of high strength Q690 steel at elevated temperaturesWang, Weiyong / Zhang, Linbo et al. | 2017
- 2668
-
10.18: Material properties of high strength steel under fire conditionsWinful, Dorothy A. / Cashell, Katherine A. / Afshan, Sheida / Barnes, Adrienne M. / Pargeter, Richard J. et al. | 2017
- 2678
-
10.19: The steel and fibre‐reinforced concrete circular hollow section composite column exposed to fireIllia, Tkalenko / Alexey, Tretyakov / František, Wald / Josef, Novak / Radek, Stefan / Alena, Kohoutková et al. | 2017
- 2688
-
10.20: Numerical simulation of the behaviour of steel members with damaged SFRM fire protection coatings at elevated temperaturesZografopoulou, Kalliopi / Mistakidis, Euripidis et al. | 2017
- 2698
-
10.21: Post‐fire response of slender concrete‐filled steel tubular columnsIbañez, Carmen / Albero, Vicente / Espinos, Ana / Romero, Manuel L. / Hospitaler, Antonio et al. | 2017
- 2708
-
10.22: Comparing the fire behaviour of composite columns made with concrete filled double‐skin and double‐tube steel sectionsCamargo, Aline L. / Rodrigues, João Paulo C. / Fakury, Ricardo H. / Lopes, Ruben et al. | 2017
- 2716
-
10.23: Parametric study on the fire resistance of steel columns with thermal gradientsCorreia, António Moura / Rodrigues, João Paulo / Kodur, Venkatesh / Correia, José Pedro et al. | 2017
- 2726
-
10.25: Numerical fire tests on the columns of the Cardington steel‐framed buildingRocha, Fabio M. / Albuquerque, Gabriela L. / Rodrigues, João Paulo C. / Laim, Luis et al. | 2017
- 2736
-
10.26: Parametric numerical analysis of cold‐formed steel Σ‐shaped beams under fireLaím, Luís / Rodrigues, João Paulo C. et al. | 2017
- 2746
-
10.27: Contribution from the flanges to the shear buckling resistance of steel plate girders at normal and elevated temperaturesReis, André / Lopes, Nuno / Real, Paulo Vila et al. | 2017
- 2756
-
10.28: Fire performance of concrete filled steel tubular columns with built‐in stirrupsWU, Bo / ZANG, Jian‐bo / Zhang, Qiang et al. | 2017
- 2765
-
10.29: The thermal response of corrugated web beams subjected to fireBoth, Ioan / Kyzlik, Petr / Vacha, Jaroslav / Wald, Frantisek / Zaharia, Raul et al. | 2017
- 2771
-
10.30: Mechanical response of steel structures in fire: Influence of different material and creep modelsDolinar, Urška / Ogrin, Anita / Planinc, Igor / Hozjan, Tomaž et al. | 2017
- 2780
-
10.31: Simplified analytical determination of the temperature distribution and the load bearing resistance of slim‐floor beamsBraun, Matthias / Zaganelli, Dario / Hanus, Francois / Obiala, Renata / Cajot, Louis‐Guy / Peirce, Anthony et al. | 2017
- 2790
-
10.32: Experimental study on high temperature elastic modulus of China made high strength structural steelLi, Guo‐Qiang / Huang, Lei / Zhang, Chao et al. | 2017
- 2797
-
10.33: Flexural buckling behaviour of high strength steel columns under fire conditionsWinful, Dorothy A. / Afshan, Sheida / Cashell, Katherine A. / Barnes, Adrienne M. / Pargeter, Richard J. et al. | 2017
- 2806
-
10.34: Creep properties of grade S275JR steel at high temperatureTorić, Neno / Brnić, Josip / Boko, Ivica / Čanađija, Marko / Turkalj, Goran / Lanc, Domagoj / Brčić, Marino / Burgess, Ian W. / Harapin, Alen / Divić, Vladimir et al. | 2017
- 2811
-
10.35: Influence of joint stiffness on the behaviour of steel bearing frame under fire conditionsMaslak, Mariusz / Pazdanowski, Michal / Wozniczka, Piotr et al. | 2017
- 2821
-
10.36: Advanced numerical analysis of steel, concrete and composite structures under fire conditionsPires, Dalilah / Barros, Rafael Cesário / Lemes, Ígor José Mendes / Rocha, Paulo Anderson Santana / da Mota Silveira, Ricardo Azoubel et al. | 2017
- 2831
-
10.37: Mechanical properties of high strength aluminium alloy at elevated temperaturesSu, Mei‐Ni / Young, Ben et al. | 2017
- 2840
-
10.38: Effects of heat‐treatment methods on mechanical performance of high‐tensile strength steel subject to elevated temperaturesDu, Yong / Liew, J. Y. Richard / Xiong, Ming‐Xiang et al. | 2017
- 2847
-
11.01: Shaking table tests on cold‐formed steel building sheathed with gypsum panelsMacillo, Vincenzo / Bucciero, Bianca / Terracciano, Maria Teresa / Pali, Tatiana / Fiorino, Luigi / Landolfo, Raffaele et al. | 2017
- 2857
-
11.02: In‐plane quasi‐static cyclic tests on lightweight steel drywall non‐structural partition wallsPali, Tatiana / Bucciero, Bianca / Terracciano, Maria Teresa / Macillo, Vincenzo / Fiorino, Luigi / Landolfo, Raffaele et al. | 2017
- 2867
-
11.04: Examination of the Canadian provisions for the seismic stability of steel structuresBreton, Nicolas / Tremblay, Robert et al. | 2017
- 2877
-
11.06: Application of hybrid simulation for the evaluation of the buckling response of steel braced frame columnsImanpour, Ali / Leclerc, Martin / Siguier, Romain / Tremblay, Robert et al. | 2017
- 2887
-
11.08: Reliable calibration of cyclic models for steel membersChisari, Corrado / Francavilla, Antonella B. / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio / Amadio, Claudio et al. | 2017
- 2897
-
11.09: Validation of probabilistic theory of plastic mechanism control by means of Monte Carlo simulationsCastaldo, Paolo / Nastri, Elide / Piluso, Vincenzo / Pisapia, Alessandro et al. | 2017
- 2906
-
11.10: Probabilistic theory of plastic mechanism controlCastaldo, Paolo / Nastri, Elide / Piluso, Vincenzo / Pisapia, Alessandro et al. | 2017
- 2916
-
11.11: Rocking damage‐free steel column base with friction devices: Development of advanced 3D finite element models in AbaqusDimopoulos, Christoforos A. / Freddi, Fabio / Karavasilis, Theodore et al. | 2017
- 2926
-
11.12: Derivation of the cyclic behaviour of components in bolted end‐plate beam‐to‐column joints using FEMAugusto, Hugo / Castro, José Miguel / Rebelo, Carlos / Simões da Silva, Luís et al. | 2017
- 2936
-
11.13: Hybrid seismic protection system: Buckling restrained brace of nano‐micro composite magneto rheological damperVulcu, Cristian / Dubină, Dan / Popa, Nicolae / Vekas, Ladislau / Ghiţă, Gheorghe / Sireteanu, Tudor / Borbath, Istvan / Oprescu, Radu et al. | 2017
- 2946
-
11.14: Seismic performance of high‐strength‐steel frame with buckling hinge beams in energy dissipation baysKe, Ke / Chen, Yiyi / Yam, Michael C.H. et al. | 2017
- 2956
-
11.15: Seismic behaviour of single layer cylindrical lattice steel shellsCedrón, Francisco / Elghazouli, Ahmed Y. et al. | 2017
- 2966
-
11.16: Seismic performance evaluation of MRFS with dissipative continuous columnsYan‐wen, Li / Guo‐qiang, Li / Fei‐fei, Sun et al. | 2017
- 2975
-
11.17: Seismic retrofitting of concentrically braced frames by rocking walls and viscous dampersBarbagallo, Francesca / Bosco, Melina / Marino, Edoardo M. / Rossi, Pier Paolo et al. | 2017
- 2985
-
11.18: Seismic analysis of innovative hybrid steel concrete coupled wallsZona, Alessandro / Leoni, Graziano / Dall'Asta, Andrea et al. | 2017
- 2993
-
11.19: Seismic fragility assessment of steel frames: Application of advanced reliability analysisHazay, Máté / Vigh, László Gergely et al. | 2017
- 3003
-
11.21: Experimental evaluation and explicit fracture simulations of stainless steel seismic dampersBaiguera, Marco / Vasdravellis, George / Karavasilis, Theodore L. et al. | 2017
- 3013
-
11.23: Influence of the uniaxial material model of steel on the seismic response of steel structuresBosco, Melina / Ghersi, Aurelio / Marino, Edoardo M. / Rossi, Pier Paolo et al. | 2017
- 3023
-
11.24: Impact of column flexural stiffness on behaviour of steel plate shear wallsCurkovic, Ivan / Skejic, Davor / Dzeba, Ivica et al. | 2017
- 3033
-
11.25: Rocking damage‐free steel column base with friction devices: Design procedure and global seismic response of buildingsFreddi, Fabio / Dimopoulos, Christoforos A. / Karavasilis, Theodore L. et al. | 2017
- 3043
-
11.26: The seismic design of a building having a dual type structural system in RomaniaVlad, Ion / Vlad, Mirela Nausica et al. | 2017
- 3053
-
11.27: Elastic buckling load and load resistance of core‐separated assembled BRB confined by two concrete‐infilled tubesZhu, Bo‐li / Guo, Yan‐Lin et al. | 2017
- 3062
-
11.28: Seismic response of built‐up steel columns with semi‐continuous base‐plate connections: Experimental results vs. theoretical predictionsDella Corte, Gaetano / Cantisani, Gaetano / Landolfo, Raffaele et al. | 2017
- 3072
-
11.29: Updates to the ASCE‐41‐13 provisions for the nonlinear modeling of steel wide‐flange columns for performance‐based earthquake engineeringHartloper, Alexander / Lignos, Dimitrios et al. | 2017
- 3082
-
11.30: Experimental behaviour of base plate joints equipped with self‐centering system and friction dampersSantiago, A. / da Silva, L. Simoes / da Silva, L.C. Fernandes / Cavallaro G., Ferrante / Francavilla, A. / Latour, M. / Piluso, V. / Rizzano, G. et al. | 2017
- 3092
-
11.32: Linked columns with friction dampers as a technique for seismic retrofit of steel moment resisting framesBonchev, Georgi / Belev, Borislav / Mualla, Imad et al. | 2017
- 3100
-
11.33: Performance evaluation of an innovative HCW system with Shear Dissipative LinksDas, Rajarshi / Zona, Alessandro / Vandoren, Bram / Degée, Hervé et al. | 2017
- 3109
-
11.34: Cross‐aisle seismic behaviour of drive‐in rack systemsShaheen, Mahmoud S.A. / Rasmussen, Kim J.R. et al. | 2017
- 3119
-
11.35: Numerical study on steel braces under reversed cyclic loadsFaggiano, Beatrice / Formisano, Antonio / Vaiano, Generoso / Landolfo, Raffaele / Mazzolani, Federico Massimo et al. | 2017
- 3129
-
11.36: Influence of type of loading protocols and restraining parameters on cyclic response of steel BRBGhowsi, Ahmad Fayeq / Sahoo, Dipti Ranjan et al. | 2017
- 3139
-
11.37: Hybrid tests of a full‐scale two‐story buckling‐restrained braced RC frameWu, An‐Chien / Tsai, Keh‐Chyuan et al. | 2017
- 3148
-
11.38: Investigation of innovative steel concentrically braced frame connections using advanced analytical modelsYang, T.Y. / Sargazi, Omid / Tobber, Lisa et al. | 2017
- 3156
-
11.40: Cyclic bending of multi‐stiffened plate girders: Numerical model development and analysisDib, Abdelkarim / Vigh, László Gergely et al. | 2017
- 3165
-
11.41: Numerical investigation of influence of plate yield point on performance of steel plate shear wallMoammer, Omid / Deylami, Ardeshir. / Jafari, Khashayar / Raisszadeh, Amir Hossein et al. | 2017
- 3173
-
11.42: Cyclic behaviour of European carbon steelsBoth, Ioan / Zub, Ciprian / Stratan, Aurel / Dubina, Dan et al. | 2017
- 3181
-
11.43: Seismic performance of staggered steel plate shear wall systems in high rise buildingsVerma, Abhishek / Sahoo, Dipti Ranjan et al. | 2017
- 3190
-
11.44: An integrated experimental and numerical assessment of force‐based design for concentrically braced steel framesRyan, Terence / Broderick, Brian / Salawdeh, Suhaib / Hickey, John et al. | 2017
- 3200
-
11.45: Cyclic testing on hybrid buckling‐restrained Braces (HBRBs)Pandikkadavath, Muhmaed Safeer / Sahoo, Dipti Ranjan et al. | 2017
- 3209
-
11.46: The design of suspended zipper braced frames in the framework of eurocode 8Bosco, Melina / Ghersi, Aurelio / Quaceci, Giuseppe / Rossi, Pier Paolo et al. | 2017
- 3219
-
11.48: An experimental study on welded overlap core: Steel encased buckling‐restrained bracesBozkurt, Mehmet Bakır / Topkaya, Cem et al. | 2017
- 3229
-
11.49: Lifetime seismic performance assessment of steel frame structuresHickey, John / Broderick, Brian et al. | 2017
- 3239
-
11.50: Modelling hysteretic behaviour of U‐shaped steel dampersAtasever, Kurtulus / Celik, Oguz C. / Yuksel, Ercan et al. | 2017
- 3249
-
11.51: Numerical investigation of short seismic links in shearBulic, Mladen / Causevic, Mehmed et al. | 2017
- 3259
-
11.52: Local buckling behavior and plastic deformation capacity of H‐shaped beams under reversed axial forcesSuzuki, Atsushi / Kimura, Yoshihiro / Kasai, Kazuhiko et al. | 2017
- 3269
-
11.53: Reduced cross‐sections in seismic resistant steel structuresKöber, Helmuth / Stoian, Marina et al. | 2017
- 3277
-
11.54: A proposal to improve the seismic behaviour of eccentrically braced structuresKöber, Helmuth / Stoian, Marina et al. | 2017
- 3285
-
11.55: Development of a 2‐dof model simulating the dynamic response of special truss moment frames with shape memory alloy bars as dissipation devices in the special segmentNtina, Maria / Sophianopoulos, Dimitrios / Tsopelas, Panos et al. | 2017
- 3295
-
11.56: Test rig for seismic experiments of drive‐in racksShaheen, Mahmoud S.A. / Rasmussen, Kim J.R. et al. | 2017
- 3305
-
11.57: Assessment of the ductile behaviour of CBF structures considering energy dissipation in bolted jointsMartin, Pierre‐Olivier / Rodier, Anthony / Couchaux, Maël / Kanyilmaz, Alper / Degée, Hervé et al. | 2017
- 3315
-
11.59: Study on highly elastic seismic structural system based on very‐high strength steel and damage‐control fusesLin, Xuchuan / Hu, Yangyang / Okazaki, Taichiro et al. | 2017
- 3321
-
11.60: Experimental investigation under cyclic loadings of an innovative passive mitigation deviceTitirla, Magdalini D. / Katakalos, Konstantinos V. / Papadopoulos, Panikos K. et al. | 2017
- 3329
-
11.62: A numerical study on the seismic performance of experimentally‐tested steel single‐storey concentrically braced framesPenelov, Chavdar / Hadzhiyaneva, Irena / Belev, Borislav et al. | 2017
- 3336
-
11.63: Seismic protection of gas tanksHenriques, Jose / Morelli, Francesco / Salvatore, Walter / Degée, Hervé et al. | 2017
- 3346
-
11.64: Seismic behaviour of steel Chevron bracing systems by non‐linear dynamic analysesFaggiano, Beatrice / Formisano, Antonio / Castaldo, Carmine / Canicattì, Luca / Landolfo, Raffaele / Mazzolani, Federico Massimo et al. | 2017
- 3356
-
11.65: An axial type self‐centering energy dissipation device with shape memory alloy for seismic mitigationLi, Ran / Shu, Ganping / Liu, Zhen / Lyu, Xiao / Chen, Meihe et al. | 2017
- 3365
-
11.67: Cyclic backbone curves for steel wide‐flange columns: A numerical studyOzkula, Gulen / Harris, John / Uang, Chia‐Ming et al. | 2017
- 3375
-
I.11.00: Innovative systems for seismic resistance: The INNOSEIS ProjectVayas, Ioannis / Vamvatsikos, Dimitrios / Thanopoulos, Pavlos et al. | 2017
- 3385
-
I.11.03: Influence of splitting beam and column stiffness on CBFS ductile behaviourGeorgiev, Tzvetan / Raycheva, Lora et al. | 2017
- 3395
-
I.11.05: Parametric finite element analyses of detachable short linksZimbru, Mariana / D'Aniello, Mario / Stratan, Aurel / Landolfo, Raffaele / Dubina, Dan et al. | 2017
- 3404
-
I.11.07: Pre‐test numerical simulations for development of prequalified buckling restrained bracesZub, Ciprian Ionut / Dogariu, Adrian / Stratan, Aurel / Dubina, Dan et al. | 2017
- 3414
-
I.11.20: Design recommendations for dual moment – eccentric braced frames with replaceable linksDubina, Dan / Stratan, Aurel / Chesoan, Adriana et al. | 2017
- 3424
-
I.11.39: Behaviour factor evaluation of moment resisting frames having dissipative elementsAlavi, Amin / Castiglioni, Carlo Andrea / Brambilla, Giovanni et al. | 2017
- 3434
-
I.11.47: A risk‐consistent approach to determine behavior factors for innovative steel lateral load resisting systemsVamvatsikos, Dimitrios / Castiglioni, Carlo / Bakalis, Konstantinos / Calado, Luis / D'Aniello, Mario / Degee, Hervé / Hoffmeister, Benno / Pinkawa, Marius / Proenca, Jorge Miguel / Kanyilmaz, Alper et al. | 2017
- 3444
-
I.11.61: Full scale tests on moment‐resistant‐frames under cyclic loadingAvgerinou, Stella / Lignos, Xenofon / Thanopoulos, Pavlos / Vayas, Ioannis et al. | 2017
- 3454
-
I.11.68: Seismic behaviour of concentrically braced frames in the moderate seismicity contextKanyilmaz, A. / Castiglioni, C.A. / Degée, H. et al. | 2017
- 3463
-
12.01: Global plastic design of stainless steel framesArrayago, Itsaso / Real, Esther / Mirambell, Enrique / Chacón, Rolando et al. | 2017
- 3472
-
12.02: High strength steel I‐section arches: Inelastic lateral buckling and moment capacityPi, Yong‐Lin / Bradford, Mark Andrew / Liu, Airong et al. | 2017
- 3481
-
12.03: Buckling curves for stainless steel tubular columnsAfshan, Sheida / Zhao, Ou / Gardner, Leroy et al. | 2017
- 3491
-
12.04: Experimental and numerical investigation on the Q690 high strength steel slender columns of welded H‐sections under compressionMa, Tian‐Yu / Li, Guo‐Qiang / Chung, Kwok‐Fai et al. | 2017
- 3501
-
12.05: Global buckling behaviour of welded Q460GJ steel box columns: Experimental study and numerical simulationsZhou, Xiong / Kang, Shao‐Bo / Yang, Bo / Nie, Shi‐Dong et al. | 2017
- 3509
-
12.06: Numerical analysis of stainless steel, concrete encased and carbon steel double skin tubular stub columnsde Araújo, Raphaella Oliveira / de Lima, Luciano Rodrigues Ornelas / da Silva Vellasco, Pedro Colmar Gonçalves / da Silva, André Tenchini et al. | 2017
- 3519
-
12.07: Numerical assessment of stayed austenitic steel columnsRibeiro, Danielle M. / da S. Vellasco, Pedro C. G. / de Araujo, Ricardo R. / de Lima, Luciano R. O. / da Silva, André T. et al. | 2017
- 3527
-
12.08: Cross‐section stability of stainless steel channel sections subjected to combined loadingLiang, Yating / Zhao, Ou / Long, Yue‐ling / Gardner, Leroy et al. | 2017
- 3537
-
12.09: Weathering steel – 30 years of experience in BanedanmarkHolmstrøm, Peter / Nielsen, Mogens G. / Cero, Dritan et al. | 2017
- 3547
-
12.10: Structural response of high strength steel hollow sections under combined biaxial bending and compressionGkantou, Michaela / Theofanous, Marios / Baniotopoulos, Charalampos et al. | 2017
- 3557
-
12.11: Experimental and numerical studies on Q690D welded Box‐section columns under cyclic loadingSuwen, CHEN / Xing, CHEN / Yan‐Bo, WANG / Zhili, LU / Guo‐qiang, LI et al. | 2017
- 3567
-
12.12: Influence of welding on mechanical properties of high strength steel butt jointsChen, Cheng / Zhao, Ming‐Shan / Fung, Tat‐Ching / Chiew, Sing‐Ping / Lee, Chi‐King et al. | 2017
- 3577
-
12.13: On recent characterisations of the post‐yield properties of structural carbon steelsSadowski, Adam J. / Rotter, J. Michael / Ummenhofer, Thomas et al. | 2017
- 3584
-
12.14: Ultimate response and design of stainless steel continuous beamsKokosis, Georgios / Gkantou, Michaela / Theofanous, Marios / Dirar, Samir et al. | 2017
- 3593
-
12.15: Structural performance of stainless lap bolted jointsFreire, Raphael / da Silva Vellasco, Pedro Colmar Gonçalves / da Silva, André Tenchini / de Lima, Luciano Rodrigues Ornelas et al. | 2017
- 3603
-
12.16: Numerical investigation of the local buckling behaviour of high strength steel circular hollow sectionsToffolon, Andrea / Taras, Andreas et al. | 2017
- 3613
-
12.17: Economical design of high strength steel trusses using multi‐criteria optimizationMela, Kristo / Tiainen, Teemu / Heinisuo, Markku et al. | 2017
- 3622
-
12.18: Experimental investigation on cold‐formed high strength steel circular hollow sections under combined compression and bendingMa, Jia‐Lin / Chan, Tak‐Ming / Young, Ben et al. | 2017
- 3631
-
12.19: Experimental investigation on residual stresses in welded thick‐walled I‐shaped sections fabricated from Q460GJ structural steel platesZhu, Qian / Nie, Shidong / Yang, Bo / Xiong, Gang / Dai, Guoxin et al. | 2017
- 3641
-
12.20: Mechanical properties of cold‐formed stainless steelMařík, Jan / Jandera, Michal et al. | 2017
- 3651
-
12.21: Cyclic loading in stainless steel links under lateral loadsChacón, Rolando / Arrayago, Itsaso / Mirambell, Enrique / Real, Esther et al. | 2017
- 3661
-
12.22: Seismic performance of high capacity hybrid beam‐columns: Comprising of high strength steel tubes subjected to lateral cyclic loadingJavidan, Fatemeh / Heidarpour, Amin / Zhao, Xiao‐Ling / Al‐Mahaidi, Riadh et al. | 2017
- 3671
-
12.23: Research on low‐yield‐point steels in Tsinghua UniversityShi, Gang / Wang, Xun / Zhang, Yong et al. | 2017
- 3679
-
13.01: Net cross‐section failure of steel plates at bolt holes: Numerical work and statistical assessment of design rulesSnijder, H.H. / Dekker, R.W.A. / Teeuwen, P.A. et al. | 2017
- 3689
-
13.02: Safety assessment across modes driven by plasticity, stability and fractureda Silva, Luís Simões / Tankova, Trayana / Marques, Liliana / Kuhlmann, Ulrike / Kleiner, Andreas / Spiegler, Jennifer / Snijder, H.H. / Dekker, Rianne / Taras, Andreas / Popa, Nicoleta et al. | 2017
- 3699
-
13.03: Bending‐shear interaction of steel I‐shaped cross‐sections: Statistical investigationDekker, R.W.A. (Rianne) / Snijder, H.H. (Bert) / Maljaars, J. (Johan) et al. | 2017
- 3709
-
13.04: The next generation of Eurocode 4Banfi, Mike et al. | 2017
- 3719
-
13.05: Imperfection force of members under longitudinal action having a variable signBiegus, Antoni / Czepiżak, Dariusz et al. | 2017
- 3729
-
13.06: Calibration of Eurocode design models of thin‐walled cylinder under bending with full scale testsPeters, Dirk Jan / Sadowski, Adam / Rotter, J. Michael / Taras, Andreas et al. | 2017
- 3741
-
13.07: Extension of EN 1993‐1‐10 and EN 1993‐1‐12: To higher strengths and thinner sectionsWallin, Kim / Karjalainen‐Roikonen, Päivi / Suikkanen, Pasi et al. | 2017
- 3751
-
13.08: Plastic resistance of U sections under major‐axis bending, shear force and bi‐momentsBeyer, André / Khelil, Abdelouahab / Boissonnade, Nicolas / Bureau, Alain et al. | 2017
- 3761
-
13.09: Yield stress independent column buckling curvesStan, Tudor‐Cristian / Jönsson, Jeppe et al. | 2017
- 3771
-
13.10: Angles connected by one leg in tensionMože, Primož et al. | 2017
- 3781
-
13.11: DSM design approach for hot‐rolled steel angle columnsDinis, Pedro Borges / Camotim, Dinar / Vieira, Luís et al. | 2017
- 3791
-
13.12: Resistances of I‐ and U‐sections: Combined bending and torsion internal forcesBaláž, I. / Koleková, Y. et al. | 2017
- 3801
-
13.13: Earthquake loss assessment of steel moment‐resisting frames designed according to EC8Macedo, Luís / Castro, José Miguel et al. | 2017
- 3811
-
13.14: Seismic assessment and strengthening of existing steel moment‐resisting frame buildings: the European EC8‐3 and current challengesAraújo, Miguel / Macedo, Luís / Castro, José Miguel et al. | 2017
- 3821
-
13.15: Seismic design of steel moment resisting frames: Modal strength reduction factors including strength deterioration and panel zone effectsLoulelis, Dimitris G. / Papagiannopoulos, George A. / Beskos, Dimitri E. et al. | 2017
- 3831
-
13.16: Design of tension components: Revision and further development of EN 1993‐1‐11Annan, Rachid / Bechtold, Martin / Friedrich, Heinz / Kemmler, Roman / Misiek, Thomas / Numminen, Veikko / Ruff, Daniel C. et al. | 2017
- 3841
-
13.17: A comprehensive assessment of eurocode 3 pt. 1.1 & NBR 8800 steel design codesda S. Vellasco, Pedro C. G. / de Lima, Luciano R. O. / da Silva, Luís Simões / Simões, Rui / Gervásio, Helena et al. | 2017
- 3851
-
13.18: Advanced analysis of braced steel frames: Modelling accounting for the post‐limit behaviour of compressed angle bracesGiżejowski, Marian Antoni / Barszcz, Anna Maria et al. | 2017
- 3861
-
14.01: Influence of beam‐to‐column joints on the robustness of earthquake‐resistant moment‐resistant framesFrancavilla, Antonella B. / Latour, Massimo / Rizzano, Gianvittorio / Demonceau, Jean‐François / Jaspart, Jean‐Pierre et al. | 2017
- 3871
-
14.04: Temporary steel structures: for strengthening of a large excavation for new metro in SofiaPartov, Doncho / Petkov, Milen / Matuski, Vladimir / Zhelev, Dimo et al. | 2017
- 3881
-
14.05: A mehcanical model of composite floor systems under internal column‐removal scenariosFU, Qiu Ni / TAN, Kang Hai / YANG, Bo et al. | 2017
- 3890
-
14.06: Beam‐to‐column joints, column bases and joint components under impact loadingDemonceau, Jean‐François / Vanvinckenroye, Hélène / D'Antimo, Marina / Denoel, Vincent / Jaspart, Jean‐Pierre et al. | 2017
- 3900
-
15.02: Direct analysis of steel frames with non‐prismatic sections via tapered beam‐column elementsBAI, Rui / LIU, Si‐Wei / CHAN, Siu‐Lai et al. | 2017
- 3910
-
15.04: Parametric study on steel beams with fin‐plate joints under falling floor impactWANG, Hao / TAN, Kang Hai / YANG, Bo / PENG, Jing et al. | 2017
- 3920
-
15.05: The experiment of H‐shaped beams with continuous restraint on upper flangeSano, Tatsuhiko / Ikarashi, Kikuo / Ohnishi, Yuki / Shirai, Daigo et al. | 2017
- 3930
-
15.07: Second‐order direct analysis of long‐span roof structuresLiu, Yao‐Peng / Chan, Siu‐Lai / Du, Zuo‐Lei / He, Jian‐Wei et al. | 2017
- 3940
-
15.08: Influence of deterioration modelling on local deformation demands in steel moment framesBravo‐Haro, M. / Tsitos, A. / Elghazouli, A.Y. et al. | 2017
- 3950
-
15.09: High‐resolution modelling and design of steel structuresSurampudi, Bala A.V. / Butler, Martin A / Swanson, James A / Rassati, Gian Andrea et al. | 2017
- 3960
-
15.10: Probabilistic analysis of steel columns under blast induced loadsKarlos, Vasilis / Solomos, George / Larcher, Martin et al. | 2017
- 3970
-
15.11: Lab testing and modelling of thermal break assemblies: Mitigating structural penetrations in building envelopesHamel, Scott / Peterman, Kara et al. | 2017
- 3980
-
15.12: On imperfection‐sensitivity evaluation of BMRF systems: Buckling and post‐buckling responsesLotfollahi, Mehrdad / Alinia, Mohamad Mehdi / Taciroglu, Ertugrul et al. | 2017
- 3990
-
15.13: Discrete sizing optimization of trussed steel portal frames according to Eurocode 3Van Mellaert, Roxane / Mela, Kristo / Tiainen, Teemu / Heinisuo, Markku / Lombaert, Geert / Schevenels, Mattias et al. | 2017
- 4000
-
15.15: Dynamic Analysis of Steel‐Concrete Composite Building Floors Subjected to Human Rhythmic ActivitiesCampista, Fernanda Fernandes / da Silva, José Guilherme Santos et al. | 2017
- 4010
-
15.16: Vibration Analysis and Human Comfort Investigation of a Steel‐Concrete Composite Building under Nondeterministic Wind Loadingsda Silva, José Guilherme Santos / Barboza, Rafael Rangel et al. | 2017
- 4020
-
15.17: Progress in the development of production of heavy plates. S355‐S460ML till 100 mm at NLMK DanSteelGoli‐Oglu, Yevgen PhD / Greisen, Zibrandt PhD et al. | 2017
- 4029
-
16.01: Bjørnafjorden suspension bridge TLP conceptSørensen, Jesper et al. | 2017
- 4039
-
16.02: “La Belle Liégeoise”, the new footbridge in LiègeGens, Frédéric / Servais, Vincent et al. | 2017
- 4049
-
16.03: Structural analysis of the historical Széchenyi: chain bridge in BudapestKövesdi, Balázs / Dunai, Péter / Dunai, László et al. | 2017
- 4059
-
16.04: High strength steel (HSS) S690 in highway bridges: Comparative designPedro, José J. Oliveira / Reis, António J. / Baptista, Cláudio et al. | 2017
- 4069
-
16.05: Evaluation of simplified models for short span bridges: Based on a measured train crossing and included substructureBrandstetter, Georg / Schobesberger, Felix / Fink, Josef et al. | 2017
- 4079
-
16.06: Realization and launching of the Adda‐Bitto Viaduct in ItalyMaiorana, Emanuele / Sartori, Lorenzo / Lazzari, Massimiliano / Pellizzer, Luca et al. | 2017
- 4088
-
16.07: Flange buckling resistance of trapezoidal web girders: Experimental and numerical studyJáger, Bence / Kövesdi, Balázs / Dunai, László et al. | 2017
- 4098
-
16.08: The dynamic behaviour of the third Bosporus Bridgede Ville de Goyet, Vincent / Duchêne, Yves / Propson, Arnaud et al. | 2017
- 4108
-
16.09: Influence of arch bridge skewnessDe Backer, Hans / Outtier, Amelie / Van Puymbroeck, Evy / Van Bogaert, Philippe et al. | 2017
- 4113
-
16.10: Challenges with water ingress in bridge cable systemsJensen, Jakob Laigaard / Lambertsen, Jens / Zinck, Morten / Stefansson, Einar et al. | 2017
- 4123
-
16.11: Experimental tests on the fatigue behaviour of thick‐plate trough railway bridgesBreunig, Stephanie / Kuhlmann, Ulrike et al. | 2017
- 4133
-
16.12: Winning steel solution for flat arch bridgeStroscio, Riccardo et al. | 2017
- 4143
-
16.13: Queensferry crossing cable‐stayed composite bridgeKærn, Jens Christian / Hansen, John Elnegaard et al. | 2017
- 4153
-
16.14: Operational, ecological and economical assessment of steel railway bridgesZinke, Tim / Ummenhofer, Thomas / Lenz, Katrin / Schneider, Sarah / Beck, Tabea et al. | 2017
- 4163
-
16.15: Experimental evaluation of a novel demountable shear connector for accelerated repair or replacement of precast steel‐concrete composite bridgesSuwaed, Ahmed S. H. / Karavasilis, Theodore L. et al. | 2017
- 4173
-
16.16: Medium span steel‐concrete composite bridges: plate girders or box girdersStroscio, Riccardo et al. | 2017
- 4183
-
16.17: N‐M‐Q interaction of cross sections in steel‐concrete double composite girder bridgesNishioka, Bungo / Imagawa, Yusuke / Ohyama, Osamu et al. | 2017
- 4192
-
16.18: DYNA® link anchor box: Innovative structure for anchoring stay cablesGawlista, Jannik / Kasper, Marcel / Schraml, Marcus / Brand, Werner et al. | 2017
- 4199
-
16.20: Influence of bearing length on the patch loading resistance of multiple longitudinally stiffened websLoaiza, Nelson / Graciano, Carlos / Chacón, Rolando / Casanova, Euro et al. | 2017
- 4205
-
16.21: Evaluation of existing railway bridgesBujnak, Jan / Gocála, Jozef / Hlinka, Richard et al. | 2017
- 4213
-
16.22: Remarks on the material testing of historical railway bridges: Steelworks built from 1873 to 1950Hołowaty, Janusz / Wichtowski, Bernard et al. | 2017
- 4223
-
16.23: A comparative analysis of longitudinal stiffener cross‐section for slender I‐girders subjected to patch loadingLoaiza, Nelson / Graciano, Carlos / Chacón, Rolando / Casanova, Euro et al. | 2017
- 4230
-
16.24: Load‐carrying capacity of steel girder damaged by collisionYamaguchi, Eiki / Tsuji, Hiroyuki / Tanaka, Yukito et al. | 2017
- 4236
-
16.25: Hot‐dip galvanized composite dowel strips in bridge construction: The combination of two advantageous developmentsUngermann, Dieter / Holtkamp, Svenja / Feldmann, Markus / Kühne, Ronny / Rademacher, Dennis et al. | 2017
- 4246
-
16.26: Design and construction of composite bridgesMarcussen, Jens Brolev et al. | 2017
- 4256
-
16.27: Fabrication activities and quality aspects of the Third Bosphorus Bridge orthotropic steel deckMolinaro, Carmine / Sorge, Roberto / Fiscina, Gennaro et al. | 2017
- 4266
-
16.28: High speed railway bridge – Copenhagen and Ringsted – TP 30: The longest composite railway girder bridge in DenmarkThomsen, Kjeld / Petersen, Christian Riis et al. | 2017
- 4276
-
16.29: Determination of the residual stress distribution of steel bridge components by modelling the welding processVan Puymbroeck, Evy / Nagy, Wim / Schotte, Ken / Ul‐Abdin, Zain / De Backer, Hans et al. | 2017
- 4283
-
16.30: Safety evaluation of a large‐span double‐deck cable‐stayed steel bridge under fireLiu, Yushu / Lou, Guobiao / Ju, Xiaochen / Liu, Xiaoguang et al. | 2017
- 4293
-
16.31: Use of API specified steel tubes for infrastructure applications in EuropeKaramichalis, Nikolaos / Benfield, Simon / Rafiu, Hussain et al. | 2017
- 4303
-
17.02: Strengthening of oil platform with submerged cables: Strengthening of offshore oil production platform with prefabricated submerged cablesLee Sørensen, Paw / Sørensen, Ove / Linneberg, Poul et al. | 2017
- 4313
-
17.03: Dynamic properties of unanchored circular ground‐based steel tanksMaheri, Mahmoud R. / Karbaschi, M. E. et al. | 2017
- 4323
-
17.04: Design of offshore wind turbine jacket foundations: On the influence of subsequent modifications on fatigue performanceAugustyn, Dawid / Nielsen, Martin Bjerre / Pedersen, Ronnie Refstrup et al. | 2017
- 4333
-
17.05: Advanced framework for suction bucket jacket designClausen, Henrik Bisgaard / Pedersen, Ronnie Refstrup et al. | 2017
- 4341
-
17.06: Characterization of accidental scenarios for offshore structuresČekerevac, Damjan / Rigueiro, Constança / Pereira, Eduardo et al. | 2017
- 4351
-
18.01: Effective Vibration Dampers: Mast, towers and chimneysChristensen, Rasmus Magdal / Nielsen, Mogens Gunhard / Støttrup‐Andersen, Ulrik et al. | 2017
- 4361
-
18.02: Optimisation of masts and towersStøttrup‐Andersen, Ulrik / Nielsen, Mogens Gunhard / Laursen, Thomas Brink et al. | 2017
- 4371
-
18.03: Comparative analysis of steel telecommunication tower: By using V shaped & L shaped hot rolled steel profiles under design & fabrication stageCiliz, Serap / Tunc, Bahadir / Guler, Saziye Gulden et al. | 2017
- 4380
-
18.04: Experimental investigations of members from angle sectionsSpiliopoulos, Andreas / Dasiou, Maria‐Eleni / Vayas, Ioannis et al. | 2017
- 4390
-
18.05: Second‐order effects of cantilever concrete filled double skin tube (CFDST) transmission towersAlhalaby, Mahmoud / Wang, Yong et al. | 2017
- 4400
-
18.06: Preliminary transition piece design for an onshore wind turbineMohammadi, Mohammad Reza Shah / Farhan, Muhammad / Rebelo, Carlos / Veljković, Milan et al. | 2017
- 4410
-
19.01: A study on the prediction of welding effects in steel box girdersKrausche, Thomas / Launert, Benjamin / Pasternak, Hartmut et al. | 2017
- 4417
-
19.02: Exploring the potentials of metal foams in structural elements for civil/building applicationsFaiella, Diana / Viscovo, Simona / Mele, Elena et al. | 2017
- 4427
-
19.03: Amager bakke: Design challenges for a steel building with a recreational roofNordestgaard, Peter Madsen / Højgaard Arndt, Casper / Rizvan, Patrik / Husbjerg, Jens et al. | 2017
- 4437
-
19.04: Diagrid: the renaissance of steel structures for tall buildings geometry, design, behaviorMele, Elena et al. | 2017
- 4447
-
19.05: CLT‐steel composite slimfloor construction: An investigation of mechanical behaviour using finite element softwareOkutu, Kwesi / Davison, Buick / Carr, Jon et al. | 2017
- 4457
-
19.06: The Blue Planet: A simple building concept for spectacular geometryNordestgaard, Peter Madsen / Wyrtz, Mikkel / Tinning, Henrik et al. | 2017
- 4467
-
19.07: The steel roof of the new Lille Stadium: Its mechanical scheme, its assembly and erection sequencesde Ville de Goyet, Vincent / Duchene, Yves / Gens, Frédéric / Seret, Sébastien et al. | 2017
- 4477
-
19.08: College of Falkonergården, Frederiksberg, Denmark: Structural and architecturally innovative multifunctional steel hallVanggaard, Ole / Weidemann, Hans Chr. / Nordestgaard, Peter Madsen et al. | 2017
- 4486
-
19.10: Hyperbolic paraboloid shape shell structure: As roof for an outdoor music stageSimoni, Thomas / Nordestgaard, Peter Madsen et al. | 2017
- 4492
-
21.01: Fatigue prevention retrofit for connections of main girder to transverse beam or sway bracing in steel bridgesIchinose, Luiza Hiroko / Koyama, Masahiro / Sakano, Masahiro et al. | 2017
- 4502
-
21.02: Strengthening of orthotropic steel decks using UHPC: UHPC‐concrete instead of asphalt layer for additional at least 50 years in serviceUnterweger, Harald / Novak, Friedrich et al. | 2017
- 4512
-
21.03: Reusability indicator for steel‐framed buildings and application for an industrial hallHradil, Petr / Talja, Asko / Ungureanu, Viorel / Koukkari, Heli / Fülöp, Ludovic et al. | 2017
- 4522
-
21.04: Vibration characteristics of an existing high‐rise building in Montreal and the effects of retrofitManolache, Laura / Wang, Yudong / Tirca, Lucia / Bagchi, Ashutosh et al. | 2017
- 4532
-
21.05: Strength evaluation of steel beams prestressed with CFRP platesSiwowska, Paulina / Siwowski, Tomasz et al. | 2017
- 4542
-
21.06: Seismic retrofit of historical earthen buildings using steelReyes, Juan C. / Yamin, Luis E. / Gonzalez, Cristian D. / Sandoval, Juan David et al. | 2017
- 4550
-
21.07: Refurbishment of the historical Eiffel‐hall in BudapestPap, Zsuzsa B. / Horváth, László. / Kövesdi, Balázs et al. | 2017
- 4560
-
21.08: Evaluation of steel buildings by means of non‐destructive testing methodsFox, Christian / Doktor, Dipl.‐Math. Markus / Kurz, Wolfgang / Seiler, Georg / Wu, Haoran / Boller, Christian et al. | 2017
- 4570
-
21.09: A study on repair method using TRS for fatigue cracks in orthotropic steel deckMizokami, Yoshiaki / Kamata, Masafumi / Kishi, Yuki / Sakano, Masahiro et al. | 2017
- 4579
-
21.10: Upgrading of a riveted railway bridge: Retrofitting of corroded plate girder steelworkHołowaty, Janusz et al. | 2017
- 4587
-
21.11: Asymmetrical cross sections in historic riveted bridgesVan Bogaert, Philippe et al. | 2017
- 4595
-
21.12: Behaviour of CFS strengthened hot‐rolled structural steel beams under flexureSelvaraj, Sivaganesh / Madhavan, Mahendrakumar / Gopalan, Anadh Gopal Venu / Jayabalan, Aswin Kumar / Arumugam, Pavan Kumar et al. | 2017
- 4605
-
21.13: Experimental study on retrofitting method against fatigue cracking at the upper end of vertical stiffenersSakamoto, Chihiro / Sakano, Masahiro / Konishi, Hideyuki / Koyama, Masahiro et al. | 2017
- 4614
-
21.14: Life cycle analysis of steel structures: Why the recycling potential must be consideredHauke, Bernhard / Kuhnhenne, Markus / Kreissig, Johannes et al. | 2017
- 4620
-
21.15: Resource efficiency in the building sector: Application to steel buildingsGervásio, Helena / Dimova, Silvia / Pinto, Artur et al. | 2017
- 4630
-
21.16: Sustainability considerations for the construction phase of steel structuresSiebers, Raban / Hauke, Bernhard / Helmus, Manfred / Meins‐Becker, Anica et al. | 2017
- 4640
-
22.01: Fire and seismic assessment of an existing steel‐concrete composite structurede Silva, Donatella / Nuzzo, Iolanda / Bilotta, Antonio / Losanno, Daniele / Nigro, Emidio / Serino, Giorgio et al. | 2017
- 4650
-
22.02: The music square canopy: An outdoor stage for Amager KulturpunktAanhaanen, Jaap et al. | 2017
- 4660
-
22.03: Acoustic ceiling designed for trains passing at 250km/h: Holmestrand – The first station in the world inside a mountain entrance hallKarlsson, Stefan / Eidet, Espen / Holmstrøm, Peter / Kærn, Jens Christian et al. | 2017
- 4670
-
22.04: New design for transmission line towers in DenmarkGludsted, Martin / Nielsen, Mogens G. / Skouboe, Henrik / Steenholt‐Eliasson, Karl Emil et al. | 2017
- 4680
-
P03.01: The influence of the connections between concrete and steel on the joints modellingCampian, Cristina / Pop, Maria / Chira, Nicolae et al. | 2017
- 4688
-
P04.01: Failures of stiffened ducts stressed by temperatureDolejš, Jakub / Pošta, Radek et al. | 2017
- 4698
-
P05.01: Simulation of the spatial behaviour of tubular façade scaffoldingDolejš, Jakub / Ilčík, Jiří et al. | 2017
- 4704
-
P05.02: Different cross‐section in lateral‐torsional bucklingBajer, Miroslav / Barnat, Jan / Vild, Martin / Melcher, Jindřich / Karmazínová, Marcela / Piják, Jiri et al. | 2017
- 4712
-
P10.01: Comparative numerical buckling analysis: Of compressed carbon and stainless steel members at elevated temperaturesDobrić, Jelena / Spremić, Milan / Marković, Zlatko / Ninić, Bojana / Milovanović, Jovana et al. | 2017
- 4722
-
P11.01: A multi‐mode pushover analysis procedure to estimate seismic demands for steel moment‐resisting framesFerraioli, Massimiliano / Lavino, Angelo / Mandara, Alberto et al. | 2017
- 4732
-
P11.02: Experimental analysis and FE modeling of square hollow sections under combined axial and bending loadsMitsui, Kazuya / Sato, Atsushi / Latour, Massimo / Piluso, Vincenzo / Rizzano, Gianvittorio et al. | 2017
- 4740
-
P16.01: Brief survey of the Chacao bridge girder designGogny, Eric / Jakobsen, Svein Erik / Mhamed, Aymen Cheikh et al. | 2017
- 4750
-
P16.02: Sognefjord buoyancy bridge: Feasibility and sensitivity analysisVisser, Wouter / Amico, Fabio / Torsing, Rob / Top, Reinald / Oosterman, Kay / Bhattacharya, Anurag / Bijlaard, Frans S.K. / Yip, Christine et al. | 2017
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Issue Information| 2017