A discussion on the article by Quinde et al. is presented. The methodology introduced by the authors is based on residual displacements computed from the inelastic response of elastoplastic single-degree-of-freedom systems subjected to synthetic ground motions representative of those recorded at soft soil sites in Mexico City. While the subject to the article is pertinent for post-earthquake assessment, this discussion points out and clarifies several issues about residual displacement demands and their estimation based on previously published investigations by the discussers.
机构:
Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
State Key Lab GeoMech & Deep Underground Engn, Xuzhou 221008, Peoples R ChinaTongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
Dai, Kaoshan
Wang, Jianze
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Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R ChinaTongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
Wang, Jianze
Li, Bowei
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Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R ChinaTongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
Li, Bowei
Hong, H. P.
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Univ Western Ontario, Dept Civil & Environm Engn, London, ON N6A 5B9, CanadaTongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China