Resilient joints with SMA bar-shear friction damper (SSFD) device in steel modern Chinese traditional-style buildings: Seismic performance evaluation and optimized design

Author:

Yuan ZhenORCID,Qi LiangjieORCID,Xue Gaoming,Xue Jianyang

Publisher

Elsevier BV

Subject

Mechanics of Materials,Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference38 articles.

1. Experimental and analytical investigation of transition steel connections in traditional-style buildings;Qi;Eng. Struct.,2017

2. Investigation on steel-concrete composite frame in Chinese traditional style buildings by pseudo-dynamic test;Xue;J. Constr. Steel Res.,2019

3. Pseudo-dynamic test study of steel frame structure of traditional style buildings;Li,2017

4. Load-carrying capacity of circular recycled aggregate concrete-filled steel tubular stub columns under axial compression: reliability analysis and design factor calibration;Chen;J. Build. Eng.,2023

5. Pseudo dynamic test and time-history analyses of traditional-style steel frame structures;Qi;Int. J. Steel Struct.,2018

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