Experimental study on hysteretic behavior of a new two-stage buckling-restrained brace
Civil Engineering|更新时间:2025-11-14
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Experimental study on hysteretic behavior of a new two-stage buckling-restrained brace
“In the field of seismic structures, the new two-stage buckling restrained support TS-BRB exhibits higher energy dissipation capacity, effectively solving the problem of traditional BRB losing its bearing and energy dissipation capacity after fracture, and providing greater energy dissipation reserves for the structure.”
Journal of Civil and Environmental EngineeringVol. 47, Issue 4, Pages: 131-139(2025)
作者机构:
四川大学 建筑与环境学院,成都 610065
作者简介:
YUAN Tao (1999- ), main research interest: structure seismic, E-mail: 1793501876@qq.com.
LIU Ye (corresponding author), PhD, associate research fellow, E-mail: liu.ye@scu.edu.cn.
基金信息:
National Natural Science Foundation of China(51878426);Key Research and Development Program of International Cooperation of Ministry of Science and Technology(2022YFE0113600)
YUAN Tao,SUN Tongfei,LIU Ye,et al.Experimental study on hysteretic behavior of a new two-stage buckling-restrained brace[J].Journal of Civil and Environmental Engineering,2025,47(04):131-139.
YUAN Tao,SUN Tongfei,LIU Ye,et al.Experimental study on hysteretic behavior of a new two-stage buckling-restrained brace[J].Journal of Civil and Environmental Engineering,2025,47(04):131-139. DOI: 10.11835/j.issn.2096-6717.2023.065.
Experimental study on hysteretic behavior of a new two-stage buckling-restrained brace