Technical Papers
Apr 27, 2022

Experimental Investigation of Dynamic Behavior of RC Frame Strengthened with Buckling-Restrained Bracing

Publication: Journal of Structural Engineering
Volume 148, Issue 7

Abstract

This paper presents the results of an investigation of the dynamic behavior of a reinforced concrete frame that was strengthened by a buckling-restrained brace (BRB). The behavior of this frame was benchmarked against a control frame without strengthening. Both frames were tested concurrently on a shake table using the acceleration time-history record from the 1995 Kobe earthquake. The BRB-strengthened frame was additionally subjected to two levels of a synthetic time-history record to observe its behavior under severe ground shaking. The stiffness of the BRB-strengthened frame increased by 70% relative to the control frame. Furthermore, the cracked BRB-strengthened frame retained approximately 80% higher stiffness compared with the cracked control frame at an applied peak ground acceleration (PGA) of 0.679g. Conversely, the lateral story drift of the BRB-strengthened frame was 46% less compared with the control frame at this level of acceleration. The control frame failed by concrete crushing at base of the columns at PGA of 0.679g after yielding of the longitudinal reinforcing bars. The dissipation of hysteretic energy for the control frame reached a maximum at 0.435g, whereas the BRB-strengthened frame exhibited high strength capacity without any marked change in stiffness at 0.679g.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors wish to acknowledge the support provided for this research by the laboratory technical staff members. The assistance from Steel Canada in arranging the testing of frames is gratefully acknowledged.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 148Issue 7July 2022

History

Received: Feb 11, 2021
Accepted: Feb 15, 2022
Published online: Apr 27, 2022
Published in print: Jul 1, 2022
Discussion open until: Sep 27, 2022

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Professor, Dept. of Earthquake Engineering, NED Univ. of Engineering and Technology, Karachi 75270, Pakistan (corresponding author). ORCID: https://orcid.org/0000-0002-0968-2920. Email: [email protected]
Sarosh Hashmat Lodi
Vice Chancellor, NED Univ. of Engineering and Technology, Karachi 75270, Pakistan.
Zaid A. Al-Sadoon [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Sharjah, P.O. Box 27272, Sharjah, United Arab Emirates. Email: [email protected]
Murat Saatcioglu, A.M.ASCE [email protected]
Distinguished University Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5. Email: [email protected]
Dan Palermo, A.M.ASCE [email protected]
Professor, Dept. of Civil Engineering, York Univ., Toronto, ON, Canada M3J 1P3. Email: [email protected]

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