Earthquake Engineering and Structural Dynamics - v. 52, n. 15 (novembre 2023)

Publié:	novembre 2023

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
De Francesco, Giovanni / Sullivan, Timothy J.	Accounting for hysteretic characteristics in P‐delta analysis of structures	4919-4938
Ryan, Keri L. / Mojidra, Rushil	Analysis of effect of vertical ground shaking in bridges isolated with spherical sliding bearings	5010-5032
Matinrad, Pezhman / Petrone, Floriana	ASCE/SEI 7‐compliant site‐specific evaluation of the seismic demand posed to reinforced concrete buildings with real and simulated ground motions	4987-5009
Yu, Jian / Zhou, Wangbao / Jiang, Lizhong / Yan, Wen / Liu, Xiang	Design seismic track irregularity for high‐speed railways	4865-4883
Fu, Zhao‐Yang / Li, Hong‐Nan / Li, Chao	Development of an explicit time integration algorithm based on optimal integration parameter updating	5117-5140
Burton, Henry V. / Baker, Jack W.	Evaluating the effectiveness of ground motion intensity measures through the lens of causal inference	4842-4864
Yang, Zijian / Zou, Xinjun	Frequency‐dependent response of a rigid disk on a transversely isotropic soil layer subjected to horizontal motion	4777-4795
Özkılıç, Yasin Onuralp / Ün, Elif Müge / Topkaya, Cem	Frictional mid‐spliced shear links for eccentrically braced frames	5050-5071
Baglio, Marco / Cardoni, Alessandro / Cimellaro, Gian Paolo / Abrahamson, Norman	Generating ground motions using the Fourier amplitude spectrum	4884-4899
Alvarez‐Sanchez, Luis Guillermo / Iñárritu, Pablo García de Quevedo / Sipcic, Nevena / Kohrangi, Mohsen / Bazzurro, Paolo	Hazard‐consistent simulated earthquake ground motions for PBEE applications on stiff soil and rock sites	4900-4918
Shekhar, Shivang / Freddi, Fabio / Ghosh, Jayadipta / Lad, Devang	Influence of corrosion on failure modes and lifetime seismic vulnerability assessment of low‐ductility RC frames	5162-5184
Gao, Xiaoshu / Chen, Cheng / Peng, Changle / Xu, Weijie / Guo, Tong	Integrating real‐time hybrid simulation with multi‐fidelity Monte Carlo predictor for seismic fragility assessment	5185-5205
Kim, Hyun‐Myung / Constantinou, Michael C.	Performance‐based testing specifications for seismic isolators	5141-5161
Wang, Jianze / Huang, Qinyong / Burton, Henry / Dai, Kaoshan / Qu, Zhe	Probabilistic assessment of the rules used to combine peak floor responses of special concentrically braced frames under orthogonal seismic effects	4796-4819
Acosta, Andrés A. / Miranda, Eduardo / Deierlein, Gregory G.	Response spectrum method for structures subjected to vertical ground motions: Absolute acceleration method	4820-4841
Chen, Guan / Yang, Jiashu / Wang, Ruohan / Li, Kaiqi / Liu, Yong / Beer, Michael	Seismic damage analysis due to near‐fault multipulse ground motion	5099-5116
Han, Qinghua / Jing, Ming / Lu, Yan	Shaking table tests on the seismic response of truss structure with air spring‐FPS three‐dimensional isolation bearing	4964-4986
Farahani, Sina / Barari, Amin	A simplified procedure for the prediction of liquefaction‐induced settlement of offshore wind turbines supported by suction caisson foundation based on effective stress analyses and an ML‐based group method of data handling	5072-5098
Yi, Sang‐ri / Kim, Taeyong	System‐reliability‐based disaster resilience analysis for structures considering aleatory uncertainties in external loads	4939-4963
Zhang, Pu / Li, Suchao / Zhang, Dongyu	Theoretical study on the nonlinear contact mechanism of reinforced self‐centering bridge pier system based on the Winkler model	5033-5049

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IssueID
71592
Publié(e) le:
14.01.2024
Modifié(e) le:
14.01.2024

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International Association for Bridge and Structural Engineering (IABSE)

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Earthquake Engineering and Structural Dynamics - v. 52, n. 15 (novembre 2023)

Articles dans ce numéro

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Earthquake Engineering and Structural Dynamics - v. 52, n. 15 (novembre 2023)

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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