A framework for nonlinear peak response evaluation from linear response spectra of base-isolated structures using the bilinear hysteretic model-Reference-Cited by-同舟云学术

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A framework for nonlinear peak response evaluation from linear response spectra of base-isolated structures using the bilinear hysteretic model

Published:2024-02 Issue: Volume:177 Page:108360
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Yang Kui,Tan Ping^ORCID,Chen Huating,Li Jiaxi^ORCID,Zheng Wenzhi

Funder

Program for Changjiang Scholars and Innovative Research Team in University

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference57 articles.

1. Historical development of friction-based seismic isolation systems;Calvi;Soil Dynam Earthq Eng,2018

2. Improvement of building resilience by viscous dampers;Aydin;Resilient Struct Infrastruct,2019

3. Seismic isolation: early history;Makris;Earthq Eng Struct Dynam,2019

4. Strategies of identification of a base-isolated hospital building by coupled quasi-static and snap-back tests;Ferrotto;J Earthq Eng,2022

5. Seismic mitigation performance analysis of underground subway station with arc grooved roller bearings;Liu;Soil Dynam Earthq Eng,2022

Cited by 1 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. Spectral incremental dynamic methodology for nonlinear structural systems endowed with fractional derivative elements subjected to fully non-stationary stochastic excitation;Structural Safety;2024-11

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