Seismic response reduction analysis of large chassis base-isolated structure under long-period ground motions-Reference-Cited by-同舟云学术

Seismic response reduction analysis of large chassis base-isolated structure under long-period ground motions

Published:2021-04 Issue:2 Volume:1 Page:100026
ISSN:2772-4670
Container-title:Earthquake Research Advances
language:en
Short-container-title:Earthquake Research Advances

Author:

Li Feiyan,Wang Linjian,Wu Yingxiong

Publisher

Elsevier BV

Reference19 articles.

1. Seismic resistance capacity of high-rise buildings subjected to long-period ground motions: E-defense shaking table test;Chung;J. Struct. Eng.,2010

2. Analysis of torsional vibration response in isolated multi-tower structure with large podium subjected to multi-dimensional earthquake;Du;Earthq. Resist. Eng. Retrofit.,2012

3. Collapse simulation of plane irregular isolation structures subjected to near-fault seismic motions;Du;Appl. Mech. Mater.,2014

4. Analysis of LRB-DSB three dimensional isolation system's isolating effect;Guo;J. Southwest JiaoTong Univ.,2018

5. Etc. Response of high-rise and base isolated buildings to a hypothetical Mw > 7.0 blind thrust earthquake;Heaton;Science,1995

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3. EARTHQUAKE RESPONSE PREDICTION OF SEISMICALLY ISOLATED BUILDINGS BASED ON RESPONSE SPECTRUM METHOD CONSIDERING CHANGES IN CHARACTERISTICS OF LEAD RUBBER BEARINGS DUE TO REPEATED DEFORMATION (PART 2): IMPROVEMENT OF PREDICTION ACCURACY BY EQUIVALENT DAMPING FACTOR CALCULATION METHOD USING EFFECTIVE DUCTILITY FACTOR;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-01-01

4. Study on the seismic response of new staggered story isolated structure under different parameters;Frontiers in Earth Science;2023-07-19

5. Earthquake response prediction of seismically isolated buildings based on the response spectrum method considering changes in characteristics of lead rubber bearings due to repeated deformations;JAPAN ARCHITECTURAL REVIEW;2023-01