Seismic Performance of Steel Girder Bridges with Ductile Cross Frames Using Buckling-Restrained Braces-Reference-Cited by-同舟云学术

Seismic Performance of Steel Girder Bridges with Ductile Cross Frames Using Buckling-Restrained Braces

Published:2006-03 Issue:3 Volume:132 Page:338-345
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Carden Lyle P.¹²³,Itani Ahmad M.¹²³,Buckle Ian G.¹²³

Affiliation:

1. Post-Doctoral Research Scholar, Dept. of Civil and Environmental Engineering/258, Univ. of Nevada, Reno Reno, NV 89557-0152.

2. Associate Professor, Dept. of Civil and Environmental Engineering/258, Univ. of Nevada, Reno, Reno, NV 89557-0152 (corresponding author).

3. Professor, Director of Center for Civil Engineering Earthquake Research, Dept. of Civil and Environmental Engineering/258, Univ. of Nevada, Reno, Reno, NV 89557-0152.

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%282006%29132%3A3%28338%29

Reference13 articles.

1. Flexibility of superstructures and supports in the seismic analysis of simple bridges

2. Black C. Makris N. and Aiken I. (2002). “Component testing stability analysis and characterization of buckling restrained unbonded braces™.” Rep. No. PEER 2002/08 Berkeley Calif.

3. Carden L. P. Itani A. M. and Buckle I. G. (2005a). “Seismic load path in steel girder bridge superstructures.” Rep. No. CCEER 05-03 Univ. of Nevada at Reno Reno Nev.

4. Carden L. P. Itani A. M. and Buckle I. G. (2005b). “Seismic performance of steel girder bridge superstructures with ductile end cross frames and seismic isolation.” Rep. No. CCEER 05-04 Univ. of Nevada at Reno Reno Nev.

5. Carden L. P. Itani A. M. and Buckle I. G. (2006). “Seismic performance of steel girder bridges with ductile cross frames using single angle X-braces ” J. Struct. Eng.JSENDH0733-9445 132(3) 329-337.

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