Effective use of high strength steels in welded structures under fatigue loading (Englisch)
- Neue Suche nach: Kuhlmann, Ulrike
- Neue Suche nach: Dürr, Andre
- Neue Suche nach: Bergmann, Joachim
- Neue Suche nach: Thumser, Rayk
- Neue Suche nach: Kuhlmann, Ulrike
- Neue Suche nach: Dürr, Andre
- Neue Suche nach: Bergmann, Joachim
- Neue Suche nach: Thumser, Rayk
In:
Eurosteel, European Conference on Steel and Composite Structures - Research-Eurocodes-Practice, 4
;
1-8
;
2005
-
ISBN:
- Aufsatz (Konferenz) / Print
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Titel:Effective use of high strength steels in welded structures under fatigue loading
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Weitere Titelangaben:Effektive Nutzung von hochfesten Stählen bei geschweißten Strukturen unter Dauerschwingbeanspruchung
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Beteiligte:Kuhlmann, Ulrike ( Autor:in ) / Dürr, Andre ( Autor:in ) / Bergmann, Joachim ( Autor:in ) / Thumser, Rayk ( Autor:in )
-
Erschienen in:
-
Verlag:
- Neue Suche nach: Mainz
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Erscheinungsort:Aachen
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Erscheinungsdatum:2005
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Format / Umfang:8 Seiten, 2 Tabellen, 12 Quellen
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ISBN:
-
Medientyp:Aufsatz (Konferenz)
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Format:Print
-
Sprache:Englisch
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Schlagwörter:
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Datenquelle:
Inhaltsverzeichnis Konferenzband
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.
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A new aspect of crack assessment of galvanized steel structuresFeldmann, M. et al. | 2005
- 1
-
Finite elements in plasticity for sheeting cross-section behaviourHofmeyer, H. et al. | 2005
- 1.11
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Improving fatigue strength of welded beams by using fatigue crack arresting steelSakano, M. / Nimura, D. / Matumoto, K. / Isoda, A. / Kondo, S. / Arimochi, K. / Konda, N. et al. | 2005
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Fracture resistant design of welded jointsWasicek, M. / Fischer, F. D. / Kolednik, O. / Sabirov, I. / Greiner, R. et al. | 2005
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Damage mechanics approach to low-cycle fatigue of steel structuresSkuber, P. / Korelc, J. / Beg, D. et al. | 2005
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Field testing of dispersion layers to reduce fatigue damage in orthotropic steel bridge decks: Conceptual new steel deck design for highway bridgesDe Backer, H. / De Corte, W. / De Pauw, B. / Van Bogaert, P. et al. | 2005
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Low cycle crack propagation and loosening in the critical jointsLeonavicius, M. / Krenevicius, A. / Stupak, S. / Suksta, M. / Kliukas, R. et al. | 2005
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Effective use of high strength steels in welded structures under fatigue loadingKuhlmann, U. / Durr, A. / Bergmann, J. / Thumser, R. et al. | 2005
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Critical moment formulae for doubly symmetric web-tapered I-section steel beams acted by end momentsAndrade, A. / Camotim, D. / Providencia, P. et al. | 2005
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Theoretical-experimental analysis of bolted beam-column connections in cold formed steel membersMorais, C. S. / Ribeiro, L. F. L. / Freitas, A. M. S. et al. | 2005
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Bending capacity of cold-formed Z-purlinsVrany, T. / Rosmanit, M. et al. | 2005
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Local and distortional buckling resistance of cold-formed steel beams: Eurocode 3 in the light of (i) experimental results and (ii) other design codesAdany, Sandor / Yu, Cheng / Schafer, Ben et al. | 2005
- 1.3
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Equivalent geometric imperfections for the numerical buckling strength verification of steel shell structures subjected to shearGettel, M. / Schneider, W. et al. | 2005
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Stringer stiffened cylinders on local supports: The search for a design ruleVanlaere, W. / Lagae, G. / Van Impe, R. / Buffel, P. et al. | 2005
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Equivalent geometric imperfections for the numerical buckling strength verification of steel shell structures subject to shearGettel, Marco / Schneider, Werner et al. | 2005
- 1.4
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Stability of steel purlins under wind uplift considering the combined purlin-sheeting behaviourBasaglia, C. D. / Malite, M. / Neto, J. M. / Goncalves, R. M. et al. | 2005
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Structural evaluation of semi-rigid steel portal framesDel Savio, A. A. / da Silva Vellasco, P. C. G. / de Andrade, S. A. L. / Martha, L. F. et al. | 2005
- 1.4
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Coupled instabilities of thin-walled box sections: The use of European buckling curves for box shaped thin-walled welded compression membersKuhlmann, U. / Detzel, A. et al. | 2005
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Buckling check of steel members based on numerical simulations of overall load casesOfner, R. / Greiner, R. et al. | 2005
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Buckling design of steel structures based on overall load cases according to Eurocode 3Greiner, R. / Ofner, R. et al. | 2005
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Design of members under bending and axial compression with intermediate lateral restraints - Numerical simulations and application of EC3Aswandy / Greiner, R. et al. | 2005
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Longitudinally stiffened panels in shearPavlovcic, L. / Beg, D. / Kuhlmann, U. et al. | 2005
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Reasonable inclination of CFST arch bridge with inclined ribsYun, D. / Zhang, S. et al. | 2005
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Imperfect frames exhibiting bifurcational instabilityIoannidis, G. I. / Raftoyiannis, I. G. / Kounadis, A. N. et al. | 2005
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Buckling strength of pitch-roof portal frames of class 3 and 4 tapered sectionsDubina, D. / Cristutiu, I.-M. et al. | 2005
- 1.4
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Improved design method for load-bearing capacity of compression flexural steel members in bar structuresGrudev, I. / Simon, N. / Artyomov, A. et al. | 2005
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Modelling of the compression plate stiffened by one or two longitudinal stiffenersSertler, H. / Reimont, T. / Fridrich, F. et al. | 2005
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Stability design of imperfect non-uniform steel columnsRaftoyiannis, I. G. / Ermopoulos, J. C. et al. | 2005
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Development of a general method for the verification of composite beams against lateral torsional buckling in the erection phaseBoissonnade, N. / Cajot, L.-G. / Haller, M. / Jaspart, J.-P. / Mathieu, J. et al. | 2005
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Ductility improvement of steel box piers using a central compressive memberAoki, T. / Susantha, K. A. S. / Kato, G. et al. | 2005
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Plate buckling of high strength steel - Experimental investigation of welded box sections under compressionClarin, M. / Lagerqvist, O. et al. | 2005
- 1.4
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Application of the equivalent column method for flexural buckling according to the new EC3-rulesLechner, A. / Greiner, R. et al. | 2005
- 1.4
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Launching of steel girder bridge: Patch load resistance of longitudinally stiffened websDavaine, L. / Aribert, J.-M. et al. | 2005
- 1.4
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Longitudinally stiffened plate girders - Influence of the patch load length on the carrying capacityMarkovic, N. / Hajdin, N. et al. | 2005
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Design of single-storey portal frames using plastic designKing, C. et al. | 2005
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Revised requirements for the plastic design of steel framesScholz, H. et al. | 2005
- 1.5
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Influence of metal sheeting on the behaviour of steel framesSzlendak, J. K. et al. | 2005
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Horizontal steel framing application for diaphragm actionAltay, G. / Whittaker, A. S. / Bozer, A. / Seymen, U. et al. | 2005
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Alternative criteria for the importance of 2nd order effects in steel framesMageirou, G. E. / Gantes, C. J. / Bouras, C. G. / Markou, K. P. et al. | 2005
- 1.5
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Static and sensitivity analysis of thin-walled beams and frames with stiffenersKreja, I. / Mikulski, T. / Szymczak, C. et al. | 2005
- 1.5
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Experimental researches into the influence of flexible connection of the column to the foundation on the behaviour of the sway frameLigocki, I. et al. | 2005
- 1.5
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Codified second-order analysis of steel frames with design for interactive beam-column flexural and lateral-torsional bucklingChan, S. L. et al. | 2005
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Dynamic flexibility effects in structural responseJoanna, P. S. / Knight, G. M. S. / Rajaraman, A. et al. | 2005
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A generic optimisation in reliability-based code calibrationSadovsky, Z. et al. | 2005
- 1.7
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Sensitivity analysis of the initial imperfections influence on the stress state in the crack-prone areas of breathing websKala, Z. / Kala, J. / Teply, B. / Skaloud, M. et al. | 2005
- 1.7
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On performance and safety of composite steel-concrete frameworksKvedaras, A. K. / Kudzys, A. et al. | 2005
- 1.7
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Safety and serviceability assessment of steel structures containing semi-rigid joints using the probabilistic SBRA methodMarek, P. / Krivy, V. et al. | 2005
- 1.7
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Structural durability prediction of steel transmission line towersKudzys, A. et al. | 2005
- 1.7
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Analysis of traffic action effects on railway bridgesVican, J. / Kurcik, F. et al. | 2005
- 1.8
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Design of the steel structure of a tumour therapy plantEmde, P. et al. | 2005
- 1.8
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Discrete optimisation of steel frames - Minimum weight design under static and dynamic constraintsDatoussaid, S. / Laplume, D. / Guerlement, G. et al. | 2005
- 1.8
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Interaction curves of forces and moments of a symmetrical I-cross-sectionMichaltsos, G. T. / Raftoyiannis, I. G. et al. | 2005
- 1.8
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Fractal geometry and steel structuresVyzantiadou, M. A. / Zioupos, G. / Avdelas, A. V. et al. | 2005
- 1.8
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Stabilizing light weight steel buildings with shear wallsVeljkovic, M. / Johansson, B. et al. | 2005
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Modelling strategies for the evaluation of composite steel deck floors natural frequenciesda Silva, J. G. S. / de Lima, L. R. O. / da SVellasco, P. C. G. / de Andrade, S. A. L. et al. | 2005
- 1.9
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Vibration characteristics of modern composite floor systemsHicks, S. J. / Devine, P. J. et al. | 2005
- 1.10
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Experimental behaviour of composite beams with web openingsHechler, O. / Muller, C. / Sedlacek, G. et al. | 2005
- 1.10
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Strength of composite beams with trapezoidal web openingsMelhem, A. Q. et al. | 2005
- 1.10
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Design of composite asymmetric cellular beamsLawson, R. M. / Hicks, S. J. / Lim, J. / Simms, W. I. et al. | 2005
- 1.10
-
Steel and composite cellular beams - Novel approach for design based on experimental studies and numerical investigationsBitar, D. / Demarco, T. / Martin, P.-O. et al. | 2005
- 1.10
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Plastic dimensioning of double symmetrical steel and composite beams with large rectangular web openingsKind, S. et al. | 2005
- 1.11
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S-N curves for the "breathing" webs of steel griders subjected to repeated loadingSkaloud, M. / Zornerova, M. et al. | 2005
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Assesment of limit internal pressure of gas for transmission pipelines by using Eurocode 3Rzadkowski, J. / Maciejewska, A. et al. | 2005
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Post weld treatment to improve the fatigue performance of turbular bridge structuresWalbridge, S. / Nussbaumer, N. et al. | 2005
- 1.12
-
Strength analysis of fillet welded steel connectionsJamshidi, A. K. / Birkemoe, P. C. et al. | 2005
- 1.12
-
Fatigue analysis of steel structure subjected to repeated loading - Sensitivity approachKala, Z. et al. | 2005
- 2.5
-
Structural safety of modern high strength steel in welded constructionLangenberg, P. / Dahl, W. et al. | 2005
- 2.4
-
Stability of load carrying elements of glassCrisinel, M. / Luible, A. et al. | 2005
- 2.4
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The experimental verification of actual behaviour of the glass roofing structure under uniform loadingMelcher, J. J. / Karmazinova, M. et al. | 2005
- 2.3
-
Glass-aluminium facades in steel buildings: Analysis of their performance under dynamic loadingsChatzinikos, K. T. / Baniotopoulos, C. C. et al. | 2005
- 2.1
-
Experimental research on cathode protection in steel structuresLignos, X. A. / Michaltsos, G. T. / Benekos, G. B. / Malesios, P. M. et al. | 2005
- 2.2
-
Behaviour of plate girders with single-sided fillet weldsJakab, G. / Dunai, L. / Macdonald, R. T. et al. | 2005
- 2.2
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Modern beam-welding technologies in advanced pipe manufacturingDilthey, U. / Woeste, K. / Olschok, S. et al. | 2005
- 2.4
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Design for structural stability of glass compression membersLuible, A. / Crisinel, M. et al. | 2005
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A proposal for the new Spanish code of practice for glass elements in steel structuresFernandez-Canteli, A. / Garcia-Prieto, M. A. / Real, E. / Serrano, M. A. / Lamela, M. J. et al. | 2005
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Design of cast iron columns with explicit calculation of the tension fracture capacityRondal, J. / Rasmussen, K. J. R. et al. | 2005
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Structural design for non-linear metallic materialsGardner, L. et al. | 2005
- 3
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An efficient training approach on Eurocodes for engineers in constructionSerrano, M. A. / Burgess, I. W. / Armstrong, S. E. et al. | 2005
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Longitudinal shear resistance of composite slabs, found from non-standard test dataJohnson, R. P. et al. | 2005
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Member stability at plastic hinges - The background to Annex BB.3King, C. et al. | 2005
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Towards common unified European design rules for steel archesSnijder, H. H. / Hoenderkamp, J. C. D. / Bijlaard, F. S. K. / la Poutre, D. B. et al. | 2005
- 3
-
Report on use of Eurocode rules for bridge design in GermanyEisel, H. / Paschen, M. / Sedlacek, G. et al. | 2005
- 4.10
-
Ultimate behaviour of column web in compression: Theoretical and experimental analysisDe Mita, L. / Piluso, V. / Rizzano, G. et al. | 2005
- 4
-
A deformation-based approach for the minimum degree of partial shear connection in composite beamsBärtschi, Roland / Fontana, Mario et al. | 2005
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Resistance of the fastening to concrete under repeated loadingKarmazinova, M. et al. | 2005
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Plasticity theory of fillet welds - Lower-bound solutions for static loadingHansen, T. et al. | 2005
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Push-out tests on headed studs covered with UHPCRauscher, S. / Hegger, J. / Goralski, C. et al. | 2005
- 4
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Experimental studies on shear connection between steel and lightweight concrete using studsCruz, Paulo J.S. / Valente, Isabel / Hegger, Josef / Rauscher, Sabine / Goralski, Claus et al. | 2005
- 4.10
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Moment resistance of bolted beam to column connections with four bolts in each rowUngermann, D. / Schmidt, B. et al. | 2005
- 4.10
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Design of welds in high strength steelCollin, P. / Johansson, B. et al. | 2005
- 4.9
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Experimental investigation of a steel frame model covered with textile membraneDakov, D. / Tanev, V. et al. | 2005
- 4.1
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Methods of the structural condition monitoringRangelova, F. / Panichkov, D. et al. | 2005
- 4.1
-
Assessment of steel structuresAgocs, Z. / Brodniansky, J. et al. | 2005
- 4.2
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Cracking of concrete deck in composite structuresBujnak, J. / Odrobinak, J. et al. | 2005
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Composite steel-concrete beams and columns fabricated with high strength steel (HSS) plateUy, B. et al. | 2005
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An estimation formula for the positive flexural strength of steel-concrete composite sections considering steel material propertiesNakamura, S. / Egashira, K. / Takahashi, K. / Wu, Q. et al. | 2005
- 4.2
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Shear connectors for composite members of high strength materialsHauke, B. et al. | 2005
- 4.2
-
Shear properties of bonded T-shaped shear connectorTakami, K. / Ishii, N. / Hamada, S. et al. | 2005
- 4.2
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Experimental study on rigidly connected steel pipe in girder and concrete pier with perfobond rib shear connectorsNishido, T. / Iwasaki, H. et al. | 2005
- 4.2
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Composite behaviour of steel frames with precast concrete infill panelsHoenderkamp, J. C. D. / Hofmeyer, H. / Snijder, H. H. et al. | 2005
- 4.7
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Suspension bridge over the Albert Canal in Kanne (B) - Designed according to the EurocodesDebruyckere, R. / Hoeckman, W. / Tuinstra, D. et al. | 2005
- 4.7
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Ultimate behaviors and strength of steel cable-stayed bridges with a tower height-to-span ratio of 1/10Nogami, K. / Akimoto, Y. / Yamasawa, T. / Morizono, Y. / Nagai, M. et al. | 2005
- 4.7
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The new Cerkvenikov Bridge over Hanke Channel in Skocjanske Jame CavesGruden, G. et al. | 2005
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-
Span extension of H-beam bridges by steel plate pre-stressingSakano, M. / Namiki, H. / Sakata, T. / Matsumoto, K. / Takahashi, H. et al. | 2005
- 4.7
-
The dilemma between structural safety and maintenance of national heritageWurth, G. J. J. / Blanken, S. M. d. et al. | 2005
- 4.7
-
Predicting and optimizing lifetime performance of existing steel bridges under preventive and essential maintenance actionsNeves, L. C. / Frangopol, D. M. / Cruz, P. S. et al. | 2005
- 4.7
-
Most unfavourable traffic load cases for complex highway bridgesUnterweger, H. et al. | 2005
- 4.7
-
On the inelastic design of steel I-girder bridgesBarth, K. E. / Righman, J. E. et al. | 2005
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-
Dynamic behaviour of steel trussed railway bridges due to the passage of high speed trainsHeiden, M. / da Silva, L. S. / Pircher, M. / Pircher, H. / Rebelo, C. et al. | 2005
- 4.7
-
Experimental approach to lateral buckling of steel tied arch bridgesVan Bogaert, P. / De Pauw, B. / De Corte, W. / De Backer, H. et al. | 2005
- 4.7
-
Steel bridge system - Simple for dead load, continuous for liveAzizinamini, A. / Jamshidi, M. et al. | 2005
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-
Zouthaven footbridge - An investigation in the dynamical properties of a lightweight footbridgeAalstein, M. C. et al. | 2005
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-
Strength of an arch bridge model: Experiment and design methodsJoo, A. L. / Dunai, L. et al. | 2005
- 4.7
-
An unusual externally prestressed 110-m span footbridge at Valladolid (Spain)Navarro, M. G. / Calzon, J. M. et al. | 2005
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-
Development of lightweight girders - New application for sandwich elementsRuff, D. / Peil, U. et al. | 2005
- 4.8
-
Conversion of an existing steel industrial hall with crane into a multistory office buildingGeorgescu, M. et al. | 2005
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-
New integrated steel fly-overs contrasting a historic multiple-arch concrete viaductDe Pauw, B. / Van Bogaert, P. et al. | 2005
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-
Two large span roofs for EURO 2004 football stadiums: Design and erectionReis, A. / Lopes, N. et al. | 2005
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-
Main roof structures in the extension and remodelling of the Valencia Exhibition Centrede Guevara Mendez, G. L. / Calzon, J. M. et al. | 2005
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-
Simulation, computation of welded joints between high-strength fine-grained steels and structural steelsHildebrand, J. / Werner, F. et al. | 2005
- 4.10
-
Guidelines for predesign of steel frames with semi-rigid jointsKozlowski, A. et al. | 2005
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-
Theoretical and experimental studies concerning the load bearing capacity of composite jointsDan, D. / Stoian, V. / Gyorgy, T. N. et al. | 2005
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A model for predicting the stiffness of beam to concrete filled column and minor axis joints under static monotonic loadingNeves, L. C. / da Silva, L. S. / Vellasco, P. C. G. S. et al. | 2005
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-
Limitations in the use of composite connections with unpropped constructionByfield, M. P. / Couchman, G. H. / Dhanalakshmi, M. / Goyder, H. G. D. et al. | 2005
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-
An analytical elastic-plastic model for T-stub steel connectionsLemonis, M. E. / Gantes, C. et al. | 2005
- 4.10
-
Is catenary action sufficient to resist progressive collapse in a steel framed building?Liu, R. / Davison, J. B. / Tyas, A. et al. | 2005
- 4.10
-
Improved design and modelling of ductile beam-to-column joints for composite moment resisting frame structuresBursi, O. S. / Colombo, A. / Lucchesi, D. / Salvatore, W. et al. | 2005
- 4.10
-
Rotational behaviour of composite connections under hogging and sagging moments: An advanced analytical modelPiluso, V. / Rizzano, G. / Tolone, I. et al. | 2005
- 4.10
-
Behaviour of bolted semi-rigid connections - Cold-formed steel structuresRodrigues, F. C. / Gonzaga, L. G. M. et al. | 2005
- 4.10
-
Numerical analysis of steel and composite steel and concrete connectionsXiao, R. Y. / Pernetti, F. et al. | 2005
- 4.10
-
Experimental and numerical behavior of bolted T-stubs applied for design of extended end plate connectionsMaggi, Y. I. / Goncalves, R. M. / Tristao, G. A. et al. | 2005
- 4.10
-
Extreme event beam link connectionHoeckman, W. / Verhaeghe, P. / Obbard, R. et al. | 2005
- 4.10
-
Frequently asked questions to structural connectionsWald, F. / Moore, D. B. et al. | 2005
- 4.10
-
Beam-to-column connections numerical modellingTristao, G. / Goncalves, R. / Neto, J. M. / Maggi, Y. I. et al. | 2005
- 4.10
-
A 3D numerical analysis of minor-axis steel beam-to-column end plate connectionsBessa, W. O. / Ribeiro, L. F. L. / da Costa Neves, L. F. / Gomes, F. C. T. et al. | 2005
- 4.10
-
Ductility analysis of end plate beam-to-column joints - Characterization of the ductility in the framework of the component methodCoelho, A. M. G. / da Silva, L. S. / Bijlaard, F. S. K. et al. | 2005
- 4.10
-
Space truss connections: Theoretical and experimental analysisSouza, A. S. C. / Goncalves, R. M. et al. | 2005
- 4.10
-
Analysis of beam splices with reduced number of cover platesGodement, G. / Horvath, L. / Muzeau, J.-P. et al. | 2005
- 4.10
-
Experimental analysis of composite semi-rigid beam-to-girder connectionsde Oliveira, T. J. L. / de Miranda Batista, E. et al. | 2005
- 4.10
-
Behaviour of welded fin plate to RHS column joints under axial load (N), bending moment (M) and interaction load M - NSzlendak, J. K. et al. | 2005
- 4.10
-
Behaviour analysis of a steel frame with rigid and semi-rigid jointsPavlov, A. et al. | 2005
- 4.10
-
Steel to concrete moment connectionsGregor, D. / Wald, F. et al. | 2005
- 4.10
-
Structural response of beam-to-column header plate jointsRamires, F. B. / de Andrade, S. A. L. / da Silva, J. G. S. / da Silva Vellasco, P. C. G. / de Lima, L. R. O. / da CNeves, L. F. et al. | 2005
- 4.10
-
Analysis of the response of structural bolts subjected to rapid rates of loadingMunoz-Garcia, E. / Davison, J. B. / Tyas, A. et al. | 2005
- 4.10
-
Experimental behavior of steel beam-column subassemblages with semi-rigid connectionsKanchanalai, T. / Suparp, N. et al. | 2005
- 4.10
-
Resistance of joints submitted to combined axial force and bending: Analytical procedures and comparison with laboratory testsCerfontaine, F. / Jaspart, J. P. et al. | 2005
- 5.1
-
An improved heat transfer model for the thermal analysis of unprotected steel membersGhojel, J. I. / Wong, M. B. et al. | 2005
- 5.1
-
Safety of steel structures exposed to firePeros, B. / Boko, I. et al. | 2005
- 5.1
-
Natural fire design at the underground car parking of "Tirol Therme Laengenfeld", AustriaTrauner, T. / Huber, G. / Aste, C. / Mathieu, J. / Klein, C. et al. | 2005
- 5.1
-
Structural integrity of multistorey building under natural fireSokol, Z. / Wald, F. et al. | 2005
- 5.1
-
Analytical modelling of steel connections at elevated temperatureSulong, N. H. R. / Elghazouli, A. Y. / Izzuddin, B. A. et al. | 2005
- 5.1
-
Effect of localised fires on continuous steel beamsGens, F. / Franssen, J.-M. / Dotreppe, J.-C. et al. | 2005
- 5.1
-
Fire safety engineering analysis of a supermarket structure composed of cambered cellular beamsFranssen, J.-M. / Majkut, S. / Cajot, L.-G. / Vassart, O. et al. | 2005
- 5.1
-
High-temperature experiments on joint componentsBlock, F. M. / Burgess, I. W. / Davison, J. B. / Plank, R. J. et al. | 2005
- 5.1
-
Fire resistance of unrestrained welded steel beams submitted to lateral-torsional bucklingReal, P. M. M. V. / Lopes, N. / da Silva, L. S. / Franssen, J.-M. et al. | 2005
- 5.1
-
Development of simple calculation method for laterally maintened cold formed lightweight steel members exposed to fireRenaud, C. / Zhao, B. et al. | 2005
- 5.1
-
Determination of fire induced collapse mechanisms of multi-storey steel framed structures: A case studyJowsey, A. / Torero, J. L. / Usmani, A. / Lane, B. / Lamont, S. et al. | 2005
- 5.1
-
Development of stress-strain relationships of cold formed lightweight steel at elevated temperaturesMecozzi, E. / Zhao, B. et al. | 2005
- 5.1
-
Failure model for composite slabs subject to fireOmer, E. / Izzuddin, B. A. / Elghazouli, A. Y. / Moore, D. B. et al. | 2005
- 5.1
-
Fire safety by alternative steel grades - A way how to enlarge the field of application of unprotected steel membersHeinemeyer, C. et al. | 2005
- 5.1
-
Material properties and buckling behaviour of cold-formed thin-walled steel members under elevated temperatures due to fireHanya, K. / Kanno, R. et al. | 2005
- 5.1
-
A structural analysis of the Cardington Fire TestsCameron, N. J. K. / Usmani, A. S. et al. | 2005
- 5.1
-
Post-earthquake fire resistance of moment resisting steel framesFaggiano, B. / Corte, G. D. / Mazzolani, F. M. / Landolfo, R. et al. | 2005
- 5.2
-
Behaviour of seismic resistant braced frames with innovative dissipative (inerd) connectionsVayas, I. / Thanopoulos, P. / Castiglioni, C. / Plumier, A. / Calado, L. et al. | 2005
- 5.2
-
The use of reduced beam sections for long links in eccentrically braced framesKober, H. / Stefanescu, B. et al. | 2005
- 5.2
-
Seismic response of MR-frames: Influence of random variability of connection flexural resistancePiluso, V. / Rizzano, G. / Tolone, I. et al. | 2005
- 5.2
-
Analysis and design of RC beam-to-column joints with encased steel profiles subjected to seismic actionsFerrario, F. / Bursi, O. S. / Colombo, A. et al. | 2005
- 5.2
-
Plastic design of seismic resistant V-braced framesMontuori, R. / Longo, A. / Piluso, V. et al. | 2005
- 5.2
-
Seismic behaviour and design of bracing membersGoggins, J. / Broderick, B. M. / Elghazouli, A. Y. et al. | 2005
- 5.2
-
Applicability of equal energy assumption to steel arch bridgesNakamura, S. / Takahashi, K. / Wu, Q. / Cetinkaya, O. T. et al. | 2005
- 5.2
-
Seismic response of EB-frames: Non linear dynamic comparative analysesMastrandrea, L. / Piluso, V. et al. | 2005
- 5.2
-
Strength, stiffness and ductility of column web panel under monotonic and cyclic loadingCiutina, A. / Stratan, A. / Dubina, D. et al. | 2005
- 5.2
-
Seismic performance assessment of steel structures by 3D nonlinear dynamic analysis: Case study of an industrial multy-story building in GenevaIoan, P. / Betea, S. / Pascu, R. / Guscetti, G. / Perregaux, N. / Lelli, L. / Ponzo, F. et al. | 2005
- 5.2
-
Bracing systems in eccentrically braced framesKober, H. / Stefanescu, B. et al. | 2005
- 5.2
-
Influence of joint slippage on the seismic response of steel framesNogueiro, P. / da Silva, L. S. / Bento, R. et al. | 2005
- 5.2
-
Mitigation of seismic soft storey failures in reinforced concrete structures by composite steel-concrete columnsDoneux, C. / Plumier, A. et al. | 2005
- 5.2
-
Bolted end-plate type joints: Experimental and numerical analysesKovacs, N. / Dunai, L. / Calado, L. et al. | 2005
- 5.2
-
Numerical study of the behaviour of bare and encased steel shear wallsMistakidis, E. S. / Kofidis, G. N. et al. | 2005
- 5.2
-
A case study on seismic performance evaluation and retrofitting of a hangar buildingAltay, G. / Guneyisi, E. M. / Whittaker, A. / Ceribasi, S. et al. | 2005
- 5.2
-
An innovative conception for bracing members: The reduced brace section solutionPiluso, V. / Montuori, R. / Longo, A. et al. | 2005
- 5.2
-
Low cycle fatigue tests and analysis of T-stub connectionsSleczka, L. et al. | 2005
- 5.2
-
The rotation capacity of the beam-to-column connections determined by local buckling or brittle fractureSato, A. / Ono, T. et al. | 2005
- 5.2
-
Deformation capacity of composite steel and concrete base column connectionsFabbrocino, G. / Pecce, M. R. / Di Sarno, L. et al. | 2005
- 5.2
-
Plastic design of seismic resistant X-braced framesLongo, A. / Montuori, R. / Piluso, V. et al. | 2005
- 5.2
-
Performance criteria for seismic design of steel frames with eccentric bracingsDinu, F. / Dubina, D. / Stratan, A. et al. | 2005
- 5.2
-
Dog-bone technique for the seismic improvement of steel moment resisting framesFaggiano, B. / Landolfo, R. et al. | 2005
- 5.2
-
Design of dissipative aluminium shear panels: Comparison between numerical analysis and experimental resultsDe Matteis, G. / Formisano, A. / Mazzolani, F. M. / Panico, S. et al. | 2005
- 6.2
-
Response of pressurized steel tubes and pipes under concentrated lateral loadsKaramanos, S. A. / Andreadakis, K. P. / Gresnigt, A. M. et al. | 2005
- 6.1
-
Problems, concerning the design and construction of membrane textile roofings at existing buildings and facilitiesDakov, D. / Tanev, V. et al. | 2005
- 6.1
-
Mare Nostrum Tower: Gas Natural Building Complex, BarcelonaCalzon, J. M. et al. | 2005
- 6.1
-
An innovative steel based building system for collective housing in FranceBeguin, P. / Herbin, S. et al. | 2005
- 6.1
-
Light steel and modular construction in residential buildingsLawson, R. M. / Ogden, R. G. et al. | 2005
- 6.1
-
Past, present and future of steel spatial structures in BulgariaPartov, D. / Dinev, D. / Donchev, V. et al. | 2005
-
Current and future trends for steel construction: Research and practiceda Silva, L. S. et al. | 2005
-
Eurocode 3: Design of steel structures - Present status and future developmentsBijlaard, F. / Stark, J. et al. | 2005
-
Operational scheme for member design to Eurocode 3Czechowski, A. et al. | 2005
-
Eurocode 3 - Steel structures: Origins - Philosophy - Features - FutureDowling, P. J. / Taylor, C. et al. | 2005
-
Practice in present-day steel and composite structuresCalzon, J. M. et al. | 2005