Bulletin of Earthquake Engineering - v. 22, n. 9 (mai 2024)

Publié:	mai 2024

Articles dans ce numéro

Auteur(s)	Titre	Page(s)
Pandolfi, Claudia / Taroni, Matteo / de Nardis, Rita / Lavecchia, Giusy / Akıncı, Aybige	Advanced 3D seismic hazard analysis for active compression in the Adriatic Thrust Zone, Italy
Fardis, Michael N. / Panagiotakos, Telemachos B.	Comparative application to RC buildings of the two generations of Eurocodes and proposals for seismic design
Gambilongo, Laura / Chieffo, Nicola / Lourenço, Paulo B.	A comprehensive approach to assess the seismic vulnerability of archaeological sites: the Wupatki Pueblo in Arizona
Cai, Gaochuang / Wen, Yue / Malla, Prafulla B. / Fujinaga, Takashi / Si Larbi, Amir	Effect of axial load and shear span on seismic performance of CFT columns reinforced with end-fixed ultra-high strength rebars
Lee, Hyejin / Kim, Byungmin / Kwak, Dongyoup	Evaluation of the applicability of ground motion models (GMMs) for South Korea
Papadopoulos, Athanasios N. / Roth, Philippe / Danciu, Laurentiu	Exposure manipulation strategies for balancing computational efficiency and precision in seismic risk analysis
Biglari, Mahnoosh / Ikeda, Yoshiki / Kawase, Hiroshi	Fragility curves of sequential earthquakes for RC buildings in Japan
Weber, Rikki / Cummins, Phil / Edwards, Mark	Fragility of Indonesian houses: scenario damage analysis of the 2006 Yogyakarta and 2009 Padang earthquakes
Douglas, John / Aldama-Bustos, Guillermo / Tallett-Williams, Sarah / Daví, Manuela / Tromans, Iain J.	Ground-motion models for earthquakes occurring in the United Kingdom
Singh, Chananpreet / Choudhury, Trishna	Influence of ground motion variables on the nonlinear seismic demand of masonry-infilled reinforced concrete frames
Song, Ge / Gu, Anqi	Influence of seismic duration on performance assessment: application to self-centering concrete frames
Mei, Zhu / Liu, Yang / Wu, Bin / Bursi, Oreste S. / Lu, Da-Gang / Paolacci, Fabrizio	A measure for seismic multiple bends and shear damage patterns of RC rigid-frame bridge tall piers
Onat, Özge / Usta Evci, Pinar	A parametric study in reinforced concrete frames with different infill wall materials
Li, Si-qi	Probabilistic seismic hazard model and vulnerability analysis for typical regional structures
Mehrjoo, Majid / Beheshti Aval, Seyed Bahram	Proposing new design and retrofitting objectives for seismic design of hospital structures: a case study of Imam Khomeini Hospital in Eslamabad-e Gharb
Padmanabhan, Gowtham / Maheshwari, Bal Krishhna	Reliquefaction resistance of Solani sand subjected to repeated excitations using shaking table experiments
Munir, Saima / Najam, Fawad Ahmed / Rahman, Asad ur / Jalil Malik, Umair / Rana, Irfan Ahmad / Ali, Ather	Seismic evaluation of non-seismically detailed RC buildings in Pakistan: performance and damage accumulation under repeated earthquakes
Khan, Muhammad Shoaib / Rizwan, Muhammad	Seismic fragility and loss assessment of standard/sub-standard RC frames of Pakistan retrofitted with steel bracing schemes
Flores, Ricardo B. / Tolentino, Dante	Simplified estimation of reliability in structures subjected to seismic loads using the demand-capacity ratio format
Zhang, Bin / Li, Xiaojun / Yu, Yanxiang / Lu, Xiaojian / Rong, Mianshui / Chen, Su / An, Zhao / Xiong, Zhenghui	Strong ground motion characteristics of the 2022 MW 6.6 Luding earthquake and regional variability in ground motion among three earthquake areas in Sichuan, Southwest China
Vannucci, Gianfranco / Lolli, Barbara / Gasperini, Paolo	A theoretical comparison among macroseismic scales used in Italy

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IssueID
74516
Publié(e) le:
31.08.2024
Modifié(e) le:
31.08.2024

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International Association for Bridge and Structural Engineering (IABSE)

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Bulletin of Earthquake Engineering - v. 22, n. 9 (mai 2024)

Articles dans ce numéro

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Bulletin of Earthquake Engineering - v. 22, n. 9 (mai 2024)

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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