Lateral Performance of Self-Centering Steel-Timber Hybrid Shear Walls with Slip-Friction Dampers: Experimental Investigation and Numerical Simulation

被引：22

作者：

Li Z. ^{[1
]}

Chen F. ^{[2
]}

He M. ^{[3
]}

Zhou R. ^{[3
]}

Cui Y. ^{[3
]}

Sun Y. ^{[3
]}

He G. ^{[3
]}

机构：

[1] Dept. of Structural Engineering, Tongji Univ., 1239 Siping Rd., Shanghai

[2] Engineer, Shanghai Municipal Engineering Design Institute (Group) Co. Ltd, 901 Zhongshan Rd., Shanghai

[3] Tongji Architectural Design (Group) Co. Ltd., 1230 Siping Rd., Shanghai

来源：

Journal of Structural Engineering (United States) | 2021年 / 147卷 / 01期

基金：

中国国家自然科学基金;

关键词：

Earthquake resilience; Seismic performance; Self-centering; Slip-friction damper; Steel-timber hybrid structure;

D O I：

10.1061/(ASCE)ST.1943-541X.0002850

中图分类号：

学科分类号：

摘要：

An innovative self-centering steel-timber hybrid shear wall (SC-STHSW) system is proposed in this paper. The SC-STHSW system is composed of two subsystems: The posttensioned (PT) steel frame, and the infill light-frame wood shear wall. Slip-friction dampers are used as connectors between theframe and shear wall. A reversed cyclic loading experiment was conducted to investigate the failuremodes, hysteretic characteristics, and the loss of posttensioning force in the system. The working mechanism of the subsystems and the interaction between them were explored. Experimental results revealed that the peculiar flag-shaped hysteretic behavior is available in the SC-STHSW system. Underthe coupled effects of the PT technology and the slip-friction dampers, the energy dissipation behavior of the system was transferred from the plasticity in primary structural members to the frictional dissipation in the dampers, and the residual deformation of the system was controlled effectively. A detailed numerical model was developed to predict the hysteretic performance of the SC-STHSW system. The model was validated by comparing the experimental and numerical results. This work supports the application of the innovative steel-timber hybrid structural system in practical engineering. © 2020 American Society of Civil Engineers.

引用

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