Technical Papers
Jan 8, 2024

Seismic Resilience Enhancement of Irregular Space Structure Using Friction-Damped Self-Centering Tension Braces

Publication: Journal of Structural Engineering
Volume 150, Issue 3

Abstract

A variety of self-centering devices and structural systems have been proposed and investigated in recent years to eliminate or reduce postearthquake repair, but so far their applications are still very limited. This paper reports the seismic resilience enhancement of an irregular space structure by using friction-damped self-centering tension braces (FSTBs). First, the configuration, performance, and numerical model of FSTBs are introduced, and then a seismic design procedure for enhancing the seismic capacity of a torsional irregular structure is proposed. Taking the terminal building at the Harare Airport, a lifeline project in Zimbabwe, for example, unidirectional and three-dimensional nonlinear dynamic analyses were conducted on the building designed with and without FSTBs. The result shows that FSTBs can significantly reduce both story drifts and residual story drifts of the bottom reinforced concrete frame and displacements of the steel roof. To this end, the field assembly of FSTBs is briefly reported. The presented study provides references to the use of self-centering devices in seismic resilience upgrades of important engineering projects.

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Data Availability Statement

The numerical results are available from the corresponding author upon reasonable request.

Acknowledgments

This work was supported by the Natural Science Foundation of China (No. 52125802) and the Scientific Research Foundation of the Graduate School of Southeast University (No. YBPY2125).

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

History

Received: Jul 23, 2023
Accepted: Oct 17, 2023
Published online: Jan 8, 2024
Published in print: Mar 1, 2024
Discussion open until: Jun 8, 2024

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Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author). ORCID: https://orcid.org/0000-0001-9228-4941. Email: [email protected]
Jishuai Wang, Ph.D. [email protected]
Assistant Research Fellow, School of Civil Engineering, Southeast Univ., Nanjing 210096, China. Email: [email protected]
Xinqiang Ji [email protected]
Senior Engineer, China Jiangsu International Economic and Technical Cooperation Group Co., Ltd., No.5 Beijing West Rd., Nanjing 210009, China. Email: [email protected]
Lianglong Song [email protected]
Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China. Email: [email protected]
Senior Engineer, Jiangsu Research Institute of Building Science Co., Ltd., No.12 Beijing West Rd., Nanjing 210008, China. Email: [email protected]
Yunwen Zhang [email protected]
Master’s Student, School of Civil Engineering, Southeast Univ., Nanjing 210096, China. Email: [email protected]

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