基于半刚性连接门式刚架的抗震性研究

Seismic behavior analysis on semi-rigid joints of gabled frames

运用有限元分析软件ANSYS,对采用半刚性节点的门式刚架进行了有限元建模及受力分析,并对半刚性连接的抗震性能模拟分析,为进一步在抗震地区采用半刚性节点门式刚架提供了合理的理论基础。

In this paper, the seismic behavior analysis on semi-rigid joints of gabled frames are conducted by the finite element analysis software, the analytic results can provide designer how to scientificly use semi-rigid joints of gabled frames in the anti-seismic area with the theory evidence.