Effects of Pier and Deck Flexibility on the Seismic Response of Isolated Bridges-Reference-Cited by-同舟云学术

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Effects of Pier and Deck Flexibility on the Seismic Response of Isolated Bridges

Published:2006-01 Issue:1 Volume:11 Page:109-121
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Kunde M. C.¹²,Jangid R. S.¹²

Affiliation:

1. Master of Technology Student, Dept. of Civil Engineering, Indian Institute of Technology, Bombay, Powai, Mumbai, India 400 076.

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, Bombay, Powai, Mumbai, India 400 076.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282006%2911%3A1%28109%29

Reference26 articles.

1. Performance evaluation of base-isolated Yama-agé bridge with high damping rubber bearings using recorded seismic data

2. Sliding Isolation System for Bridges: Experimental Study

3. Federal Emergency Management Agency (FEMA). (1997a). “NEHRP guidelines for the seismic rehabilitation of buildings.” FEMA 273 FEMA Washington D.C.

4. Federal Emergency Management Agency (FEMA). (1997b). “NEHRP guidelines for the seismic rehabilitation of buildings.”FEMA 274 FEMA Washington D.C.

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