Impact of Diaphragms on Seismic Response of Straight Slab-on-Girder Steel Bridges-Reference-Cited by-同舟云学术

Impact of Diaphragms on Seismic Response of Straight Slab-on-Girder Steel Bridges

Published:1998-08 Issue:8 Volume:124 Page:938-947
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Zahrai Seyed Mehdi,Bruneau Michel

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%281998%29124%3A8%28938%29

Reference21 articles.

1. AASHTO LRFD bridge design specifications — SI ( metric ). (1994). American Assoc. of State Highway and Transp. Officials Washington D.C.

2. ADINA R&D Inc. (1995). “Automatic dynamic incremental nonlinear analysis.” Watertown Mass.

3. Applied Technology Council. (1981). “Seismic design guidelines for highway bridges.” Rep. ATC-6 Redwood City Calif.

4. Astaneh-Asl A. Bolt B. Mcmullin K. M. Donikian R. R. Modjtahedi D. and Cho S. W. (1994). “Seismic performance of steel bridges during the 1994 Northridge earthquake.” UCB Rep. CE-STEEL 94/01 Univ. of California Berkeley Calif.

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