Author:
Wang Zhen,Wang Jingquan,Chen Kejian,Zhang Jian
Funder
National Natural Science Foundation of China
Project of Science and Technology Research and Development Plan of China Railway Corporation
Science and Technology Research Plan of China Railway Eryuan Engineering Group Corporation
Subject
Civil and Structural Engineering
Reference42 articles.
1. Mander JB, Cheng CT. Seismic resistance of bridge piers based on damage avoidance design. Report no. NCEER-97-0014. Buffalo (NY): State Univ. of New York; 1997.
2. A precast segmental substructure system for standard bridges;Billington;PCI J,1999
3. An explicit analytical model for seismic performance of an unbonded post-tensioned precast segmental rocking hollow pier;Wang;Eng Struct,2018
4. Seismic-resistant precast concrete structures: state of the art;Kurama;J Struct Eng, ASCE,2018
5. Hewes JT, Priestley MJN. Seismic design and performance of precast concrete segmental bridge columns. Report no. SSRP-2001/25. San Diego (CA): Univ.of California; 2002.
Cited by
8 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