05.08: Lateral‐torsional buckling of beams of monosymmetrical cross‐sections loaded perpendicularly to the axis of symmetry: Theoretical analysis (English)
- New search for: Balázs, Ivan
- New search for: Melcher, Jindřich
- New search for: Balázs, Ivan
- New search for: Melcher, Jindřich
In:
ce/papers
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1
, 2-3
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1086-1095
;
2017
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ISSN:
- Article (Journal) / Electronic Resource
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Title:05.08: Lateral‐torsional buckling of beams of monosymmetrical cross‐sections loaded perpendicularly to the axis of symmetry: Theoretical analysis
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Contributors:Balázs, Ivan ( author ) / Melcher, Jindřich ( author )
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Published in:ce/papers ; 1, 2-3 ; 1086-1095
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Publisher:
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Publication date:2017-09-01
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Size:10 pages
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ISSN:
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DOI:
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Type of media:Article (Journal)
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Type of material:Electronic Resource
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Language:English
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Keywords:
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Source:
Table of contents – Volume 1, Issue 2-3
The tables of contents are generated automatically and are based on the data records of the individual contributions available in the index of the TIB portal. The display of the Tables of Contents may therefore be incomplete.
- 1
-
Eurosteel 2017 – Preface| 2017
- 4
-
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
-
00.02: Developments in research and assessment of steel structures: Highlights from the perspective of an American researcherSchafer, Benjamin William et al. | 2017
- 115
-
00.03: European research on steel structures in seismic areasMazzolani, Federico M. et al. | 2017
- 133
-
00.04: Structural fire design – Developments in research and assessment of fire in steel and composite structuresKnobloch, Markus et al. | 2017
- 143
-
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
-
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
-
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
-
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
-
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
-
01.07: Numerical investigation on the semi‐rigid behaviour of austenitic stainless steel connectionsHasan, Mohammad Jobaer / Ashraf, Mahmud / Uy, Brian et al. | 2017
- 225
-
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
-
01.09: Transient state tests of cold‐formed stainless steel bolted connectionsCAI, Yancheng / YOUNG, Ben et al. | 2017
- 243
-
01.10: Different approaches towards numerical modelling of bolt bearingJakše, Bojan / Može, Primož et al. | 2017
- 253
-
01.11: NUMERICAL ANALYSIS OF FULL STRENGTH HEAVY BEAM‐TO‐COLUMN BOLTED CONNECTIONLisec, Damjan / Može, Primož et al. | 2017
- 263
-
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
-
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
-
01.14: Tests of alternately loaded single‐cut joints with blind boltsSwierczyna, Szymon / Wuwer, Walter et al. | 2017
- 292
-
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
-
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
-
01.17: Photogrammetric analysis of thin end‐plate deformations in steel and composite jointsBarcewicz, Wioleta et al. | 2017
- 316
-
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
-
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
-
01.20: Preloading of stainless steel bolting assembliesStranghöner, Natalie / Jungbluth, Dominik / Afzali, Nariman et al. | 2017
- 352
-
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
-
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
-
01.24: Moment‐resisting beam‐to‐column connections of corrugated web I sectionsAydın, Recep / Yüksel, Ercan / Yardımcı, Nesrin et al. | 2017
- 381
-
01.25: The influence of end–plate joints stiffening on the rotation capacityOstrowski, Krzysztof / Kozłowski, Aleksander et al. | 2017
- 389
-
01.26: Reliability assessment of flange cleat beam‐to‐column jointsSkejic, Davor / Rizzano, Gianvittorio / Curkovic, Ivan et al. | 2017
- 398
-
01.27: Numerical analysis E‐stubs with four bolts per rowLopez, M. / Loureiro, A. / Gutierrez, R. / Reinosa, J. M. et al. | 2017
- 405
-
01.28: Modelling of bolted connections by the finite element methodVilela, Paula Moura Leite / Carvalho, Hermes / Queiroz, Gílson et al. | 2017
- 414
-
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
-
01.30: Evaluation on clamping load of high strength bolts under ambient environmentNah, Hwan‐Seon / Choi, Sung‐Mo et al. | 2017
- 433
-
02.01: Development of a new design approach for weldingsStroetmann, Richard / Kästner, Thoralf / Werner, Lars et al. | 2017
- 443
-
02.02: FE welding residual stress simulation: Influence of boundary conditions and material modelsGkatzogiannis, Stefanos / Knoedel, Peter / Ummenhofer, Thomas et al. | 2017
- 453
-
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
-
02.04: Experimental and numerical analyses of butt‐welded S460 jointsWudtke, Idna / Sirtl, Christin / Kraus, Matthias et al. | 2017
- 471
-
02.05: Design of concrete‐filled steel tubular longitudinal gusset plate connectionsChen, Ju / Zhu, Ji‐hua / Xu, Fei / Xue, Wen et al. | 2017
- 479
-
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
-
02.07: A numerical approach to the rotational stiffness of stake weldsNilsson, Peter / Al‐Emrani, Mohammad / Atashipour, Seyed Rasoul et al. | 2017
- 499
-
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
-
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
-
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
-
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
-
03.05: Experimental investigations on semi‐continuous encased composite jointsDuarte da Costa, Job / Obiala, Renata / Odenbreit, Christoph et al. | 2017
- 540
-
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
-
03.07: Robustness in fire of a new type of beam‐to‐column connectionMalendowski, Michał / Burgess, Ian / Glema, Adam et al. | 2017
- 560
-
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
-
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
-
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
-
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
-
03.13: Experimental study on cyclic plastic behaviour of steel joint componentsBudaházy, Viktor / Dunai, László et al. | 2017
- 609
-
03.14: Steel connections with thermal barrier for nearly zero‐energy buildings (NZEB)Larbi, A. Ben / Couchaux, M. / Bouchaïr, A. et al. | 2017
- 619
-
03.15: Experimental tests and model study on self‐drilling screws connections subjected to shearGryniewicz, Marcin / Szlendak, Jerzy Kazimierz et al. | 2017
- 629
-
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
-
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
-
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
-
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
-
03.21: Structural glued connections with different metal substratesMachalická, Klára / Eliášová, Martina / Vokáč, Miroslav et al. | 2017
- 685
-
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
-
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
-
03.25: On the seismic behavior of the HBS and RBS moment connectionsNobari, Hesam Bafandeh / Hamed, Arash Akbari et al. | 2017
- 711
-
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
-
03.27: Punching shear behaviour of an innovative connection between steel tubular column to flat concrete slabWang, Yongchang / Yu, Junlong et al. | 2017
- 729
-
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
-
03.29: Behaviour of the short headed anchors with supplementary reinforcementBujnak, Jan / Bujnak, Jan jr / Farbak, Matus et al. | 2017
- 746
-
03.30: Connection classification for a space structure jointing systemChenaghlou, Mohammad Reza / Hamed, Arash Akbari et al. | 2017
- 756
-
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
-
03.32: Analytical prediction of moment‐rotation behaviour of austenitic stainless steel bolted connectionsHasan, Mohammad Jobaer / Ashraf, Mahmud / Uy, Brian et al. | 2017
- 776
-
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
-
03.34: European stiffened angle connections: Numerical studyReinosa, José M. / Loureiro, A. / Gutiérrez, R. / López, M. et al. | 2017
- 791
-
03.35: Rivet shear strength in long connectionsTide, Raymond H.R. et al. | 2017
- 801
-
03.36: Skewed extended shear tab connections: Behavior, analysis and parametric studyMahamid, Mustafa / Hijaj, Mutaz Al / Rahman, Adeeb / Malhas, Faris et al. | 2017
- 811
-
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
-
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
-
04.06: Post‐buckling strength of plate girders subjected to shear: Experimental verificationHansen, Thomas et al. | 2017
- 868
-
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
-
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
-
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
-
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
-
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
-
04.16: Rethinking imperfections in tanks and silosKnoedel, Peter / Ummenhofer, Thomas / Rotter, J. Michael et al. | 2017
- 970
-
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
-
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
-
04.21: Buckling of externally pressurised spherical shells: Experimental results compared with recent design recommendationsBłażejewski, Paweł / Marcinowski, Jakub / Rotter, Michael et al. | 2017
- 1019
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
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
-
05.15: Development of circular tube slenderness classifications under axial and bending actionsRotter, John Michael / Sadowski, Adam Jan et al. | 2017
- 1162
-
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
-
05.17: Modeling the stiffness reduction conditions of steel beam‐columnsRosson, Barry et al. | 2017
- 1182
-
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
-
05.19: Lateral‐torsional buckling of steel beams with tapered flanges and webKuś, Juliusz et al. | 2017
- 1199
-
05.20: Modified Ayrton‐Perry formula for flexural buckling of HSS welded box sectionsKövesdi, Balázs / Somodi, Balázs et al. | 2017
- 1209
-
05.21: Bolted steel angles in compression: Influence of realistic end supportsKettler, Markus / Unterweger, Harald et al. | 2017
- 1219
-
05.22: Stainless steel prestressed stayed columnsPichal, Radek / Machacek, Josef et al. | 2017
- 1225
-
05.23: Optimal prestressing of triple‐bay prestressed stayed columnsYu, Jialiang / Wadee, M. Ahmer et al. | 2017
- 1235
-
05.24: New interaction formulae for sensitive structures to the second order effectsMercier, Charlotte / Khelil, Abdelouahab / Pamies, Alain et al. | 2017
- 1245
-
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
-
05.26: Reliability assessment for local buckling of platesSchillo, Nicole / Taras, Andreas / Feldmann, Markus et al. | 2017
- 1265
-
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
-
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
-
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
-
05.30: Stability and load bearing capacity of a braced truss under upward wind loadingKrajewski, Marcin / Iwicki, Piotr et al. | 2017
- 1305
-
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
-
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
-
05.34: Influence of temporary bridge decks on continuously welded railsDe Backer, Hans / Mys, Jan / Van Puymbroeck, Evy et al. | 2017
- 1344
-
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
-
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
-
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
-
05.39: GBT‐based Finite Element formulation for elastic buckling analysis of conical shellsNedelcu, Mihai / Mureşan, Adina‐Ana et al. | 2017
- 1390
-
05.40: Warping constant equations for hot rolled steel channel sectionsZhang, Ailin / Zhang, Qingfang / Jiang, Ziqin et al. | 2017
- 1399
-
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