Engineering Structures - v. 30, n. 1 (janvier 2008)

Publié:	janvier 2008

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Di Pilato, M. / Perotti, F. / Fogazzi, P.	3D dynamic response of submerged floating tunnels under seismic and hydrodynamic excitation	268-281
Ong, K. C. G. / Wang, Zengrong / Maalej, M.	Adaptive magnitude spectrum algorithm for Hilbert–Huang transform based frequency identification	33-41
Gil, Beatriz / Bayo, Eduardo	An alternative design for internal and external semi-rigid composite joints. Part I: Experimental research	218-231
Gil, Beatriz / Bayo, Eduardo	An alternative design for internal and external semi-rigid composite joints. Part II: Finite element modelling and analytical study	232-246
Zonta, Daniele / Elgamal, Ahmed / Fraser, Michael / Priestley, M. J. Nigel	Analysis of change in dynamic properties of a frame-resistant test building	183-196
Seguín, Carlos E. / de la Llera, Juan C. / Almazán, José L.	Base–structure interaction of linearly isolated structures with lateral–torsional coupling	110-125
Du, Haiping / Zhang, Nong	control for buildings with time delay in control via linear matrix inequalities and genetic algorithms	81-92
Senjanovic, I. / Ćatipović, I. / Tomašević, S.	Coupled horizontal and torsional vibrations of a flexible barge	93-109
Du, J. S. / Au, Francis T. K. / Cheung, Y. K. / Kwan, Albert K. H.	Ductility analysis of prestressed concrete beams with unbonded tendons	13-21
Nie, Jianguo / Fan, Jiansheng / Cai, C. S.	Experimental study of partially shear-connected composite beams with profiled sheeting	1-12
Shan, Luyang / Qiao, Pizhong	Explicit local buckling analysis of rotationally restrained composite plates under uniaxial compression	126-140
Thomann, Michel / Lebet, Jean-Paul	A mechanical model for connections by adherence for steel–concrete composite beams	163-173
Yu, Xinmeng / Huang, Zhaohui / Burgess, Ian / Plank, Roger	Nonlinear analysis of orthotropic composite slabs in fire	67-80
Azevedo, Ricardo L. / Alves, Marcilio	A numerical investigation on the visco-plastic response of structures to different pulse loading shapes	258-267
Yankelevsky, David Z. / Jabareen, Mahmood / Abutbul, Amir D.	One-dimensional analysis of tension stiffening in reinforced concrete with discrete cracks	206-217
Wong, W. O. / Cheung, Y. L.	Optimal design of a damped dynamic vibration absorber for vibration control of structure excited by ground motion	282-286
Degertekin, S. O. / Saka, M. P. / Hayalioglu, M. S.	Optimal load and resistance factor design of geometrically nonlinear steel space frames via tabu search and genetic algorithm	197-205
Mondal, Goutam / Rai, Durgesh C.	Performance of harbour structures in Andaman Islands during 2004 Sumatra earthquake	174-182
Walbridge, Scott / Nussbaumer, Alain	A probabilistic assessment of the effect of post-weld treatment on the fatigue performance of tubular truss bridges	247-257
Saadeghvaziri, M. Ala / Yazdani-Motlagh, A. R.	Seismic behavior and capacity/demand analyses of three multi-span simply supported bridges	54-66
Chouw, N. / Hao, H.	Significance of SSI and non-uniform near-fault ground motions in bridge response II: Effect on response with modular expansion joint	154-162
Chouw, N. / Hao, H.	Significance of SSI and nonuniform near-fault ground motions in bridge response I: Effect on response with conventional expansion joint	141-153
Papadopoulos, P. G. / Arethas, J. / Lazaridis, P. / Mitsopoulou, E. / Tegos, J.	A simple method using a truss model for in-plane nonlinear static analysis of a cable-stayed bridge with a plate deck section	42-53
Prakash, T. / Singha, M. K. / Ganapathi, M.	Thermal postbuckling analysis of FGM skew plates	22-32

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IssueID
17403
Publié(e) le:
01.12.2018
Modifié(e) le:
01.12.2018

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International Association for Bridge and Structural Engineering (IABSE)

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Engineering Structures - v. 30, n. 1 (janvier 2008)

Articles dans ce numéro

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Engineering Structures - v. 30, n. 1 (janvier 2008)

Articles dans ce numéro

Vous avez dépassé votre limite de téléchargement mensuelle ! Les abonné·es à Structurae Plus peuvent télécharger 30 images ou ensembles de données par mois. Les utilisateurs·rices de Structurae Pro sont limités à 50.

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