A review of Research on Seismic Performance of Steel Eccentrically Braced Frames in Prefabricated Buildings

被引：0
|
作者：
Sun, Haisu [1 ]
Shi, Qiang [1 ,2 ]
Wang, Xinwu [1 ]
Li, Tong [2 ]
Zhao Zhangshuo [1 ]
机构：
[1] Luoyang Inst Sci & Technol, Henan Int Joint Lab New Civil Engn Struct, Luoyang 471023, Peoples R China
[2] Wuhan Univ Technol, Sch Sci, Wuhan 430070, Peoples R China
来源：
6TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL SCIENCE AND CIVIL ENGINEERING | 2020年 / 455卷
关键词：
D O I：
10.1088/1755-1315/455/1/012066
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Prefabricated steel structure is a type of green building, which conforms to the development process of building industrialization. The hysteretic behavior, bearing capacity, rotational capacity and energy dissipation of semi-rigid joint and eccentric supports of beam and column are being summarized At present, there are few researches on the aseismic performance and failure mechanism of beam column semi-rigid connection applied to eccentrically support steel frames.
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页数：8
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