Cyclic behavior of existing RC bridge piers strengthened by exterior ECC and BFRP/ECC composite jacketing at pier base-Reference-Cited by-同舟云学术

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Cyclic behavior of existing RC bridge piers strengthened by exterior ECC and BFRP/ECC composite jacketing at pier base

Published:2024-04 Issue: Volume:62 Page:106326
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Zhang Rui^ORCID,Gu Xiao^ORCID,Liu Zhenlun^ORCID,Chen Kedao,Zhao Ran

Funder

Young Scientists Fund

National Key Research and Development Program of China

National Natural Science Foundation of China

Key Technologies Research and Development Program

Sichuan Province Science and Technology Support Program

Publisher

Elsevier BV

Reference52 articles.

1. Seismic Design and Retrofit of Bridges;Priestley,1996

2. Reconnaissance report on damage in 2008 Wenchuan, China, Earthquake;Kawashima;J Earthq Eng,2009

3. Damage of bridges due to the 2011 great East Japan earthquake;Kazuhiko;J Jpn Assoc Earthq Eng,2012

4. Seismic retrofit of circular bridge columns for enhanced flexural performance;Chai;Acids Struct J,1991

5. Chai Y.H., Priestley M.J.N., and Seible F. Flexural Retrofit of Circular Reinforced Concrete Bridge Columns by Steel Jacketing, Structural Systems Research Project, Report SSRP-91/06, University of California, San Diego, October 1991.

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. Study on the influence of wedge-shaped steel plate hoops and steel strands wire mesh-PCM on seismic performance of damaged RC columns;Structures;2024-09

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