Equivalent Lateral Force Design Method for Longitudinal Buckling-Restrained Braces in Bidirectional Ductile Diaphragms-Reference-Cited by-同舟云学术

Equivalent Lateral Force Design Method for Longitudinal Buckling-Restrained Braces in Bidirectional Ductile Diaphragms

Published:2024-03 Issue:3 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Carrion-Cabrera Homero¹^ORCID,Bruneau Michel²^ORCID

Affiliation:

1. Bridge Engineer, Kiewit, 1687 114th Ave SE Suite 210, Bellevue, WA 98004 (corresponding author). ORCID: .

2. SUNY Distinguished Professor, Dept. of Civil Structural and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12846

Reference37 articles.

1. AASHTO. 2011. AASHTO guide specifications for LRFD seismic bridge design. 2nd ed. Washington, DC: AASHTO.

2. Aiken I. D. S. A. Mahin and P. Uriz. 2002. “Large-scale testing of buckling-restrained braced frames.” In Proc. Japan Passive Control Symp. Yokohama Japan: Tokyo Institute of Technology.

3. Local versus Global Ductility Demands in Simple Bridges

4. Bruneau M. and H. Carrion-Cabrera. 2020. “Buckling-restrained braces in bi-directional ductile diaphragms of multi-span bridges.” In Proc. The 17th World Conf. on Earthquake Engineering. Tokyo: International Association of Earthquake Engineering.

5. Bruneau, M., C.-M. Uang, and S. R. Sabelli. 2011. Ductile design of steel structures. New York: McGraw-Hill Education.

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