Probabilistic damage evaluation of base-isolated reinforced concrete structures under near-fault pulse-like bidirectional seismic excitations-Reference-Cited by-同舟云学术

Probabilistic damage evaluation of base-isolated reinforced concrete structures under near-fault pulse-like bidirectional seismic excitations

Published:2021-08 Issue: Volume:32 Page:1156-1170
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Nazarnezhad Taha,Naderpour Hosein^ORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference59 articles.

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2. Application of isolation to high-rise buildings: a Japanese design case study through a U.S Design Code Lens;Becker;Earthq Spectra,2015

3. Responses of base-isolated buildings in Tokyo during the, great east Japan earthquake. Proc 15th world Conf Earthq Eng (15WCEE)Lisbon;Matsuda;IAEE,2011

4. Effects of near-fault ground motions on the nonlinear dynamic response of base-isolated r.c. framed buildings;Mazza;Earthq Eng Struct Dyn,2012

5. Influence of near-fault ground motions on the response of base-isolated reinforced concrete buildings considering seismic pounding;Pant;Adv Struct Eng,2013

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