Study on the pier bottom self-centering seismic isolation structure of the high-pier continuous rigid frame bridges-Reference-Cited by-同舟云学术

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Study on the pier bottom self-centering seismic isolation structure of the high-pier continuous rigid frame bridges

Published:2023-11 Issue: Volume:174 Page:108189
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Zhang Wenxue,Liu Yuhao,Chen Ying^ORCID,Du Xiuli

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

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

Reference32 articles.

1. Displacement-based design of RC bridge columns in seismic regions;Kowalsky;Earthq Eng Struct Dynam,1995

2. Optimum lead-rubber isolation bearings for near-fault motions;Jangid;Eng Struct,2007

3. Adaptive fuzzy sliding mode control for seismically excited bridges with lead rubber bearing isolation;Chen;Int J Uncertain Fuzz,2009

4. Mechanical behaviour of rubber bearings with low shape factor;Orfeo;Eng Struct,2022

5. The design and seismic isolation performance analysis bearing with E-shape metallic dampers;Zheng;Journal of Railway Engineering Society,2015

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. Energy dissipation and seismic response reduction system for high-speed railway bridges based on multiple performance requirements;Engineering Structures;2024-05

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