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Self-Centering Steel-Timber Hybrid Shear Wall: Experimental Test and Parametric Analysis

Ye Cui1, Fei Chen2, Zheng Li2

  • 1Department of Disaster Mitigation for Structures, Tongji University, Shanghai 200092, China.

Materials (Basel, Switzerland)
|June 5, 2020
PubMed
Summary

A novel self-centering steel-timber hybrid shear wall (SC-STHSW) system enhances earthquake resilience using post-tensioned technology. This innovative structural system demonstrates excellent self-centering and energy dissipation capabilities for mid-rise and high-rise buildings.

Keywords:
earthquake resilienceparametric analysisself-centeringslip friction dampersteel–timber hybrid structure

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