Experimental and analytical studies of seismic response of highway bridges isolated by rate-dependent rubber bearings-Reference-Cited by-同舟云学术

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Experimental and analytical studies of seismic response of highway bridges isolated by rate-dependent rubber bearings

Published:2017-11 Issue: Volume:150 Page:288-299
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Yuan Yong,Wei Wei,Igarashi Akira,Tan Ping,Iemura Hirokazu,Zhu Hongping

Funder

National Basic Research Program of China

National Natural Science Foundation of China

Japan Society for the Promotion of Science

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference40 articles.

1. Seismic behavior of isolated bridges: a state-of-the-art review;Kunde;Electron J Struct Eng,2003

2. Seismic vulnerability assessment of wall pier supported highway bridges using nonlinear pushover analyses;Bignell;Eng Struct,2005

3. Reconnaissance report on damage of bridges in 2008 Wenchuan, China, earthquake;Kawashima;J Earthquake Eng,2009

4. Ductile crack initiation and propagation in steel bridge piers subjected to random cyclic loading;Ge;Eng Struct,2014

5. Damage assessment of older highway bridges subjected to three-dimensional ground motions: characterization of shear-axial force interaction on seismic fragilities;Jeon;Eng Struct,2015

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