Effect of aftershock characteristics on the fragility curve of post-mainshock RC frames-Reference-Cited by-同舟云学术

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Effect of aftershock characteristics on the fragility curve of post-mainshock RC frames

Published:2024-03 Issue: Volume:178 Page:108451
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Massumi Ali^ORCID,Sadeghi Kabir^ORCID,Ghojoghi Omid,Soureshjani Omid Karimzade^ORCID

Publisher

Elsevier BV

Reference63 articles.

1. Analytical fragility curves for highway bridges in moderate seismic zones;Nielson,2005

2. O.K.J.I.J.o.D. Soureshjani, and Control, Seismic vulnerability of RC skew-bridges considering the vertical component of ground motion;Nouri,2023

3. Developing fragilities for mainshock-damaged structures through incremental dynamic analysis;Ryu,2011

4. Dynamic versus static computation of the residual capacity of a mainshock-damaged building to withstand an aftershock;Luco,2004

5. Aftershock fragility curves for damaged non-ductile reinforced concrete buildings;Jeon,2012

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Assessment of the seismic failure of reinforced concrete structures considering the directional effects of ground motions;Soil Dynamics and Earthquake Engineering;2024-10

2. Influence of Repeated Earthquake events on Structural Response of Multi‐storeyed RC buildings;Structures;2024-09

3. Seismic damage assessment for the underground large-scale frame structure based on the seismic failure path;Soil Dynamics and Earthquake Engineering;2024-07

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