Comparison between Shape Memory Alloy Seismic Restrainers and Other Bridge Retrofit Devices-Reference-Cited by-同舟云学术

Comparison between Shape Memory Alloy Seismic Restrainers and Other Bridge Retrofit Devices

Published:2007-11 Issue:6 Volume:12 Page:700-709
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Andrawes Bassem¹²,DesRoches Reginald¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, 205 North Mathews Ave., Urbana, IL 61801 (corresponding author). E-mail: andrawes@uiuc.edu

2. Associate Professor, School of Civil and Environmental Engineering, Georgia Institute of Technology, GA 30332-0355. E-mail: reginald.desroches@ce.gatech.edu

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%282007%2912%3A6%28700%29

Reference22 articles.

1. Andrawes B. (2005). “Seismic response and analysis if multiple frame bridges using superelastic shape memory alloys.” Doctoral thesis School of Civil and Environmental Engineering Georgia Institute of Technology Atlanta.

2. Comparative response analysis of conventional and innovative seismic protection strategies

3. Chen G. Mu H. and Both E. R. (2001). “Metallic dampers for seismic design and retrofit of bridges.” Rep. No. RDT 01-005 Missouri Dept. of Transportation Jefferson City Mo.

4. The Northridge earthquake: Progress made, lessons learned in seismic-resistant bridge design;Cooper J. D.;Public Roads,1994

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