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Technical Papers
Dec 29, 2021

Experimental Hysteretic Behavior and Application of an Assembled Self-Centering Buckling-Restrained Brace

Publication: Journal of Structural Engineering
Volume 148, Issue 3

Abstract

In this paper, we propose an assembled self-centering buckling-restrained brace (ASCBRB), which eliminates the residual drift of structures after a major horizontal displacement. The ASCBRB also represents an advanced device for partial replacement of damaged parts of a brace. Four groups of prestressed disk springs and a metal yielding core plate were used to improve the resilience and energy dissipation of the brace, respectively. The hysteretic mechanics of the self-centering system was summarized and experimentally determined through a cyclic quasi-static experiment on four specimens with different energy-dissipation ratios. The ASCBRBs were experimentally verified to exhibit superior self-centering capacity and flag-shaped hysteretic behavior. Moreover, the damage concentrated on the core and guide plates demonstrated the feasibility of partial replacement. Nonlinear dynamic analyses of the seismic performance of the ASCBRB frame provided evidence that the proposed device significantly reduces residual drift compared with buckling-restrained braced frames having the same design parameters.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This project was financially supported by the National Natural Science Foundation of China (Grant Nos. 51638012 and 52078459) and the National Key R&D Program of China (Grant No. 2019YFE0112600).

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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 148Issue 3March 2022

History

Received: Nov 6, 2020
Accepted: Nov 1, 2021
Published online: Dec 29, 2021
Published in print: Mar 1, 2022
Discussion open until: May 29, 2022

Authors

Affiliations

Associate Professor, College of Civil Engineering and Architecture, Zhejiang Univ., Hangzhou 310058, China (corresponding author). ORCID: https://orcid.org/0000-0003-4622-4360. Email: [email protected]
Liumeng Quan [email protected]
Ph.D. Candidate, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]
Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China. Email: [email protected]

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