Effect of Pounding and Restrainers on Seismic Response of Multiple-Frame Bridges-Reference-Cited by-同舟云学术

Effect of Pounding and Restrainers on Seismic Response of Multiple-Frame Bridges

Published:2002-07 Issue:7 Volume:128 Page:860-869
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

DesRoches Reginald¹,Muthukumar Susendar²

Affiliation:

1. Assistant Professor, Georgia Institute of Technology, School of Civil and Environmental Engineering, Atlanta, GA 30332-0355.

2. Graduate Research Assistant, Georgia Institute of Technology, School of Civil and Environmental Engineering, Atlanta, GA 30332-0355.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282002%29128%3A7%28860%29

Reference22 articles.

1. Athanassiadou C. J. Penelis G. G. and Kappos A. J. (1994). “Seismic response of adjacent buildings with similar or different dynamic characteristics.” Earthquake Spectra 10(2) 293–317.

2. Caltrans Seismic Design Criteria. (1999). design manual-version 1.1 Calif. Dept. of Transportation Sacramento Calif.

3. DesRoches R. and Fenves G. L. (1997). “New design and analysis procedures for intermediate hinges in multiple-frame bridges.” Rep. No. UCB/EERC-97/12 Earthquake Engrg. Res. Ctr. University of California Berkeley Calif.

4. Earthquake Engineering Research Institute (EERI). (1995a). “Northridge earthquake reconnaissance report Vol. 1.” Rep. No. 95-03 EERI Oakland Calif.

5. Earthquake Engineering Research Institute (EERI). (1995b). “They Hyogo-Ken Nanbu earthquake reconnaissance report.” Rep. No. 95-04 EERI Oakland Calif.

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