Technical Papers
Jan 4, 2024

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

Publication: Journal of Structural Engineering
Volume 150, Issue 3

Abstract

Bridge design specifications include design provisions for ductile diaphragms to resist seismic excitations perpendicular to a bridge’s axis. Buckling restrained braces (BRBs) can conveniently be used for this purpose. Bidirectional ductile diaphragms expand the concept to resist all-direction seismic forces, and nonlinear inelastic response history analyses (NL-RHAs) can be used to show that satisfactory seismic performance objectives can be obtained using this concept. However, a simple design procedure is needed to address the design of the BRBs in the bridge longitudinal direction. As a first step, to fill that need for common multispan simply-supported bridges, a relatively simple-to-use equivalent lateral force (ELF) procedure has been developed on the basis of results from “optimal designs” obtained using NL-RHAs. Findings indicate that the proposed ELF design procedure leads to design that meet the target design objectives.

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Data Availability Statement

Data generated during the study are available from the corresponding author by request.

Acknowledgments

This study was sponsored by the Transportation Research Board of the National Academies under the TRB-IDEA Program (NCHRP-215). The Fulbright program, SENESCYT Ecuador, and the University of Buffalo, are acknowledged for their financial support through a scholarship to Dr. Homero Carrion-Cabrera. However, any opinions, findings, conclusions, and recommendations presented are those of the authors and do not necessarily reflect the views of the sponsors.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 150Issue 3March 2024

History

Received: Jun 1, 2023
Accepted: Nov 1, 2023
Published online: Jan 4, 2024
Published in print: Mar 1, 2024
Discussion open until: Jun 4, 2024

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Bridge Engineer, Kiewit, 1687 114th Ave SE Suite 210, Bellevue, WA 98004 (corresponding author). ORCID: https://orcid.org/0000-0001-6335-2060. Email: [email protected]
SUNY Distinguished Professor, Dept. of Civil Structural and Environmental Engineering, Univ. at Buffalo, Buffalo, NY 14260. ORCID: https://orcid.org/0000-0003-1170-468X. Email: [email protected]

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  • Asynchronous Shake-Table Testing of Seismic Resilient Multispan Bridges Having Buckling Restrained Braces in Bidirectional Ductile Diaphragm, Journal of Structural Engineering, 10.1061/JSENDH.STENG-12845, 150, 7, (2024).

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