Seismic Bearing Capacity Calculation of Steel Frame Beam Combination

被引：0
|
作者：
Peng, Wei [1 ]
Li, Hui [1 ]
Li, Ming [1 ]
机构：
[1] Shandong Prov Key Lab Civil Engn Disaster Prevent, Qingdao, Shandong, Peoples R China
来源：
International Conference on Mechanics, Building Material and Civil Engineering (MBMCE 2015) | 2015年
关键词：
Seismic Node; Combination Node; Plastic Hinge; Cross Section Bearing Capacity;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The design of the beam end seismic nodes is a key part of the beam-column connections. With the development of earthquake resistant nodes, combination node can very well make offshoring beam plastic hinge, and advantage in the earthquake. This paper introduces two new seismic design method, the node types and node is analyzed by calculating the cross section of bearing capacity, to verify the conclusion, provides reference for seismic node design.
引用
收藏
页码：711 / 714
页数：4
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