Engineering Structures - v. 30, n. 5 (mai 2008)

Publié:	mai 2008

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Basu, Dhiman / Gopalakrishnan, N.	Analysis for preliminary design of a class of torsionally coupled buildings with horizontal setbacks	1272-1291
Liu, Yuxin / Xu, Lei / Grierson, Donald E.	Compound-element modeling accounting for semi-rigid connections and member plasticity	1292-1307
Ricciardi, G. / Saitta, F.	A continuous vibration analysis model for cables with sag and bending stiffness	1459-1472
Fujita, K. / Yoshitomi, S. / Tsuji, M. / Takewaki, I.	Critical cross-correlation function of horizontal and vertical ground motions for uplift of rigid block	1199-1213
Uddin, Nasim / Abro, Abdul Moeed	Design and manufacturing of low cost thermoplastic composite bridge superstructures	1386-1395
Hu, Yu-Jia / Zhu, Yuan-Yuan / Cheng, Chang-Jun	DQEM for large deformation analysis of structures with discontinuity conditions and initial displacements	1473-1487
Providakis, C. P.	Effect of LRB isolators and supplemental viscous dampers on seismic isolated buildings under near-fault excitations	1187-1198
Nie, Jian-Guo / Tian, Chun-Yu / Cai, C. S.	Effective width of steel–concrete composite beam at ultimate strength state	1396-1407
Shattarat, Nasim K. / Symans, Michael D. / McLean, David I. / Cofer, William F.	Evaluation of nonlinear static analysis methods and software tools for seismic analysis of highway bridges	1335-1345
Erberik, M. Altuğ	Fragility-based assessment of typical mid-rise and low-rise RC buildings in Turkey	1360-1374
Loutridis, S. J.	Gear failure prediction using multiscale local statistics	1214-1223
Liu, Y. G. / Pavlovic, M. N.	A generalized analytical approach to the buckling of simply-supported rectangular plates under arbitrary loads	1346-1359
Browning, JoAnn / Warden, Branden / Matamoros, Adolfo / Lepage, Andres	Global and local seismic drift estimates for RC frames	1262-1271
Berto, Luisa / Simioni, Paola / Saetta, Anna	Numerical modelling of bond behaviour in RC structures affected by reinforcement corrosion	1375-1385
Ok, Seung-Yong / Song, Junho / Park, Kwan-Soon	Optimal design of hysteretic dampers connecting adjacent structures using multi-objective genetic algorithm and stochastic linearization method	1240-1249
Zhang, Jian / Sato, Tadanobu / Iai, Susumu / Hutchinson, Tara	A pattern recognition technique for structural identification using observed vibration signals: Linear case studies	1439-1446
Zhang, Jian / Sato, Tadanobu / Iai, Susumu / Hutchinson, Tara	A pattern recognition technique for structural identification using observed vibration signals: Nonlinear case studies	1417-1423
Saito, Daisuke / Wadee, M. Ahmer	Post-buckling behaviour of prestressed steel stayed columns	1224-1239
O'Connor, A. / Enevoldsen, Ib	Probability based modelling and assessment of an existing post-tensioned concrete slab bridge	1408-1416
Izzuddin, B. A. / Vlassis, A. G. / Elghazouli, A. Y. / Nethercot, D. A.	Progressive collapse of multi-storey buildings due to sudden column loss — Part I: Simplified assessment framework	1308-1318
Vlassis, A. G. / Izzuddin, B. A. / Elghazouli, A. Y. / Nethercot, D. A.	Progressive collapse of multi-storey buildings due to sudden column loss—Part II: Application	1424-1438
Chen, Hong Hu / Hsiao, Kuo Mo	Quadruply coupled linear free vibrations of thin-walled beams with a generic open section	1319-1334
Athanassiadou, C. J.	Seismic performance of R/C plane frames irregular in elevation	1250-1261
Back, Sung Y. / Will, Kenneth M.	Shear-flexible thin-walled element for composite I-beams	1447-1458

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IssueID
17376
Publié(e) le:
06.12.2018
Modifié(e) le:
06.12.2018

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International Association for Bridge and Structural Engineering (IABSE)

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Engineering Structures - v. 30, n. 5 (mai 2008)

Articles dans ce numéro

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Engineering Structures - v. 30, n. 5 (mai 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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Vous avez dépassé votre limite de téléchargement mensuelle !

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Les utilisateurs·rices de Structurae Pro sont limités à 50.