Using Buckling-Restrained Braces on Long-Span Bridges. II: Feasibility and Development of a Near-Fault Loading Protocol-Reference-Cited by-同舟云学术

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Using Buckling-Restrained Braces on Long-Span Bridges. II: Feasibility and Development of a Near-Fault Loading Protocol

Published:2016-05 Issue:5 Volume:21 Page:04016002
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Lanning Joel¹,Benzoni Gianmario²,Uang Chia-Ming³

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, California State Univ., Fullerton, CA 92834 (corresponding author).

2. Research Scientist, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

3. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000804

Reference36 articles.

1. AISC. (2005). “Seismic provisions for structural steel buildings.” AISC 341-05 Chicago.

2. AISC. (2010). “Seismic provisions for structural steel buildings.” AISC 341-10 Chicago.

3. AISC/SEAOC. (Structural Engineers Association of California). (2001). Recommended provisions for buckling-restrained braced frames Chicago.

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3. Equivalent Lateral Force Design Method for Longitudinal Buckling-Restrained Braces in Bidirectional Ductile Diaphragms;Journal of Structural Engineering;2024-03

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