摘要
由梁柱节点形式、钢框架–支撑布置方式,钢结构体系入手展开对多、高层钢结构抗震性能的讨论和研究。对比不同形式梁柱节点对抗震性能的影响,利用试验方式通过有限元法探明不同支撑配置方式下钢框架–支撑结构的抗震性能优劣,对比不同结构体系抗震性能优缺点并分析在实际工程中的适用情况。
The discussion of beam-column joint form,steel frame-support arrangement and steel structure system to discuss the seismic performance of multi-story steel structures.Comparing the effects of different forms of beam-column joints on seismic performance,the finite element method is used to prove the seismic performance of steel frame-support structures under different support configurations,and the advantages and disadvantages of seismic performance of different structural systems are compared,analysis of the application in actual engineering.
作者
姜伟
梅倩
Jiang Wei;Mei Qian
出处
《建筑技术开发》
2018年第23期12-13,共2页
Building Technology Development
关键词
结构节点
抗震性能
支撑布置方式
structural node
seismic performance
support arrangement
