Seismic Behavior of Steel Girder Bridge Superstructures

Author:

Itani Ahmad M.1,Bruneau Michel2,Carden Lyle3,Buckle Ian G.4

Affiliation:

1. Associate Professor of Civil Engineering, Univ. of Nevada, Reno, NV 89557.

2. Professor and Deputy Director of Multidisciplinary Center for Earthquake Engineering Research, Dept. of Civil, Structural Engineering, 130 Ketter Hall, Univ. at Buffalo, Buffalo, NY 14260.

3. Graduate Student Research Assistant, Dept. of Civil Engineering, Univ. of Nevada, Reno, NV 89557.

4. Professor and Director of Center for Civil Engineering Earthquake Research, Dept. of Civil Engineering, Univ. of Nevada, Reno, NV 89509.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. American Association of State Highway and Transportation Officials (AASHTO). (1998). AASHTO LRFD bridge design specifications 2nd Ed. Washington D.C.

2. Astaneh-Asl A. Bolt B. McMullin K. M. Donikian R. R. Modjtahedi D. and Cho S. (1994). “Seismic performance of steel bridges during the 1994 Northridge Earthquake.” Rep. No. UCB/CE-STEEL-94/01 Dept. of Civil Engineering Univ. of California at Berkeley Calif.

3. Performance of steel bridges during the 1995 Hyogo-ken Nanbu (Kobe, Japan) earthquake

4. Buckle I. G. Mayes R. L. and Button M. R. (1986). “Seismic design and retrofit manual for highway bridge ” Rep. No. FHWA-IP-87-6 U.S. Department of Transportation Federal Highway Administration Washington D.C.

5. California Department of Transportation. (1992). PEQIT Report—Highway Bridge Damage-Petrolia Earthquakes No. 1 No. 2 No. 3. of April 25–26 1992 California Department of Transportation Sacramento Calif.

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