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Results 1 to 25 of 917

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Local bond-slip behavior between cold-formed metal and concreteMAJDI, Yazdan; THOMAS HSU, Cheng-Tzu; PUNURAI, Sun et al.Engineering structures. 2014, Vol 69, pp 271-284, issn 0141-0296, 14 p.Article

New composite beams having cold-formed steel joists and concrete slabTHOMAS HSU, Cheng-Tzu; SUN PUNURAI; WONSIRI PUNURAI et al.Engineering structures. 2014, Vol 71, pp 187-200, issn 0141-0296, 14 p.Article

Parameter identification of three hysteretic models for the simulation of the response of CFT columns to cyclic loadingSKALOMENOS, Konstantinos A; HATZIGEORGIOU, George D; BESKOS, Dimitri E et al.Engineering structures. 2014, Vol 61, pp 44-60, issn 0141-0296, 17 p.Article

Curvature-relevant analysis of eccentrically loaded circular concrete-filled steel tube columnsYI OUYANG; CHING MING HO, Johnny.Magazine of concrete research. 2014, Vol 66, Num 23-24, pp 1263-1276, issn 0024-9831, 14 p.Article

Finite element analysis of new composite floors having cold-formed steel and concrete slabMAJDI, Yazdan; HSU, Cheng-Tzu Thomas; ZAREI, Mehdi et al.Engineering structures. 2014, Vol 77, pp 65-83, issn 0141-0296, 19 p.Article

A refined model for thermoelastic analysis of initially curved and twisted composite beamsQI WANG; WENBIN YU.Engineering structures. 2013, Vol 48, pp 233-244, issn 0141-0296, 12 p.Article

Advancing Optimization of Hybrid Housing Development Plans Following Disasters: Achieving Computational Robustness, Effectiveness, and EfficiencyEL-ANWAR, Omar.Journal of computing in civil engineering. 2013, Vol 27, Num 4, pp 358-369, issn 0887-3801, 12 p.Article

At Sea Experiment of a Hybrid Spar for Floating Offshore Wind Turbine Using 1/10-Scale ModelUTSUNOMIYA, Tomoaki; MATSUKUMA, Hidekazu; MINOURA, Shintaro et al.Journal of offshore mechanics and Arctic engineering. 2013, Vol 135, Num 3, issn 0892-7219, 034503.1-034503.8Article

Behaviour of both mechanically connected and bonded steel―concrete composite beamsSOUICI, A; BERTHET, J. F; LI, A et al.Engineering structures. 2013, Vol 49, pp 11-23, issn 0141-0296, 13 p.Article

Performance of a double-skinned composite tubular column under lateral loading: analysisTAEK HEE HAN; DEOK HEE WON; KIM, Seungjun et al.Magazine of concrete research. 2013, Vol 65, Num 1-2, pp 121-135, issn 0024-9831, 15 p.Article

Simplified energy-based robustness assessment for steel-composite car parks under vehicle fireFANG, C; IZZUDDIN, B. A; ELGHAZOULI, A. Y et al.Engineering structures. 2013, Vol 49, pp 719-732, issn 0141-0296, 14 p.Article

Elogio de una nueva sección a propósito de la optimización del tubo = Praise of a new section regarding tubular optimizationALBAREDA, A; MARISTANY, J; ALENTORN, J et al.Informes de la construcción. 2013, Vol 65, Num 529, pp 55-64, issn 0020-0883, 10 p.Article

UNE SOLUTION OPTIMISÉE POUR OUVRAGES D'ART COURANTS : TABLIER MIXTE MULTIPOUTRE AVEC PROFILÉS DU COMMERCE ET CHEVÊTRES EN BÉTON ARMÉ = An optimal solution for simple bridges : multigirders composite deck with hot rolled profiles and RC crosshead beamsZANON, R; MARTIN, P.-O.Construction métallique. 2013, Vol 49, Num 2, pp 3-27, issn 0045-8198, 25 p.Article

Finite element modeling of double skin profiled composite shear wall system under in-plane loadingsRAFIEI, S; HOSSAIN, K. M. A; LACHEMI, M et al.Engineering structures. 2013, Vol 56, pp 46-57, issn 0141-0296, 12 p.Article

Fire performance of concrete filled stainless steel tubular columnsHAN, Lin-Hai; FENG CHEN; LIAO, Fei-Yu et al.Engineering structures. 2013, Vol 56, pp 165-181, issn 0141-0296, 17 p.Article

Perforated shear connectors on composite girders under monotonic loading: An experimental approachCOSTA-NEVES, L. F; FIGUEIREDO, J. P; VELLASCO, P. C. G. da S et al.Engineering structures. 2013, Vol 56, pp 721-737, issn 0141-0296, 17 p.Article

Performance-Based Hurricane Engineering (PBHE) frameworkBARBATO, Michele; PETRINI, Francesco; UNNIKRISHNAN, Vipin U et al.Structural safety. 2013, Vol 45, pp 24-35, issn 0167-4730, 12 p.Article

NOUVEAU STADE DE BORDEAUX : UN DUO BÉTON - ACIER, RECONNAISSABLE ENTRE TOUS : STADES = THE NEW BORDEAUX STADIUM: A CONCRETE-STEEL COMBINATION STANDING OUT FROM ALL OTHERS : STADIUMSGUERPIN, Marc.Travaux (Paris). 2013, Num 902, pp 84-87, issn 0041-1906, 4 p.Article

Axial strength of concrete-filled double skin steel tubular (CFDST) columns with preload on steel tubesWEI LI; HAN, Lin-Hai; ZHAO, Xiao-Ling et al.Thin-walled structures. 2012, Vol 56, pp 9-20, issn 0263-8231, 12 p.Article

Effects of shrinkage on the long-term stresses and deformations of composite concrete slabsGILBERT, R. I; BRADFORD, M. A; GHOLAMHOSEINI, A et al.Engineering structures. 2012, Vol 40, pp 9-19, issn 0141-0296, 11 p.Article

Methods of improving the survival temperature in fire of steel beam connected to CFT column using reverse channel connectionELSAWAF, S; WANG, Y. C.Engineering structures. 2012, Vol 34, pp 132-146, issn 0141-0296, 15 p.Article

New strategy of substructure method to model long-span hybrid cable-stayed bridges under vehicle-induced vibrationKONG, X; WU, D. J; CAI, C. S et al.Engineering structures. 2012, Vol 34, pp 421-435, issn 0141-0296, 15 p.Article

Numerical analysis and design of concrete-filled aluminum circular hollow section columnsFENG ZHOU; BEN YOUNG.Thin-walled structures. 2012, Vol 50, Num 1, pp 45-55, issn 0263-8231, 11 p.Article

Resistance and Response of Steel and Steel―Concrete Composite Structures in Progressive Collapse Assessment : RobustnessKUHLMANN, Ulrike; RÖLLE, Lars; IZZUDDIN, Bassam A et al.Structural engineering international. 2012, Vol 22, Num 1, pp 86-92, issn 1016-8664, 7 p.Article

Shear-Flexible Steel-Concrete Composite Beams in Partial Interaction: Closed-Form Exact Expression of the Stiffness MatrixMARTINELLI, Enzo; FAELLA, Ciro; DI PALMA, Giuseppe et al.Journal of engineering mechanics. 2012, Vol 138, Num 2, pp 151-163, issn 0733-9399, 13 p.Article

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