摘要
结合某8度区钢框架厂房工程实例,介绍了钢框架结构的消能减震设计。通过多遇地震作用下的反应谱分析和弹性时程分析、罕遇地震下的动力弹塑性时程分析,研究黏滞阻尼器耗能支撑在不同地震水准作用下的承载性能、耗能效果,并指导工程设计。
Based on an example of a steel frame factory building project in 8 degree seismic area,the energy dissipation and seismic reduction design of the steel frame structure is introduced.Through the response spectrum analysis and elastic time history analysis under frequent earthquakes,dynamic elasticplastic time history analysis under rare earthquakes,the bearing performance and the energy dissipation effect of viscous damper energy dissipation support under different seismic levels are studied,and the engineering design is guided.
作者
郭浩如
李攸宜
王闯
GUO Haoru;LI Yuoyi;WANG Chuang(Jiangsu Electric Power Design Institute Co.,Ltd.,China Energy Engineering Group,Nanjing 211102,China)
出处
《武汉大学学报(工学版)》
CAS
CSCD
北大核心
2023年第S01期139-144,共6页
Engineering Journal of Wuhan University
关键词
消能减震
黏滞阻尼器
多遇地震
罕遇地震
时程分析
energy dissipation and shock absorption
viscous damper
frequently met earthquake
rarely met earthquake
time-history analysis