Optimization of distribution patterns of link beams in a double‐column tall pier bent subjected to earthquake excitations-Reference-Cited by-同舟云学术

Optimization of distribution patterns of link beams in a double‐column tall pier bent subjected to earthquake excitations

Published:2022-12-30 Issue:3 Volume:52 Page:641-659
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthq Engng Struct Dyn

Author:

Chen Xu¹,Spencer Billie F.²,LI Jianzhong³,Guan Zhongguo³^ORCID,Pang Yutao⁴^ORCID

Affiliation:

1. International Research Institute of Disaster Science Tohoku University Sendai Japan

2. Department of Civil and Environmental Engineering University of Illinois at Urbana‐Champaign Urbana Illinois USA

3. State Key Laboratory for Disaster Reduction in Civil Engineering Tongji University Shanghai P. R. China

4. College of Engineering China University of Geosciences (Wuhan) Wuhan China

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3778

Reference53 articles.

1. Seismic response analysis of slender bridge piers

2. Problems in applying code-specified capacity design procedures to seismic design of tall piers

3. Seismic performance of tall pier bridges retrofitted with lead rubber bearings and rocking foundation

4. Higher-order mode effects on the seismic performance of tall piers

5. LiJ FanL SongX Investigation of Displacement Ductility Capacity for Tall Piers. Third PRC‐US Workshop on Seismic Analysis and Design of Special BridgesFederal Highway AdministrationNational Science Foundation of China2005.

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