Seismic response of a Reduced-scale continuous girder bridge with rocking Columns: Experiment and analysis-Reference-Cited by-同舟云学术

Seismic response of a Reduced-scale continuous girder bridge with rocking Columns: Experiment and analysis

Published:2021-12 Issue: Volume:248 Page:113265
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Jia Zhenlei,Wen Jianian,Han Qiang,Du Xiuli,Zhang Jian

Funder

Beijing Municipal Commission of Education

National Key Research and Development Program of China

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference39 articles.

1. The seismic damage of highway bridges during 2008 Wenchuan earthquake;Han;Earthquake Eng Eng Vibration,2009

2. Observations on bridge performance during the Chilean earthquake of 2010;Schexnayder;J Construct Eng Manage,2014

3. Priestley M J N, Seible F, Uang C M. The Northridge earthquake of January 17, 1994: Damage analysis of selected freeway bridges. Structural Systems Research Projects, Report SSRP-94/06. University of California, San Diego; 1994.

4. Fundamentals of Earthquake Engineering,2008

5. Report of the first joint planning meeting of NEES/E-defense collaborative research on earthquake engineering. Pacific Earthquake Engineering Research Center, Report 2009/101. University of California, Berkeley; 2009.

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