期刊文献+

某消能减震钢框架结构设计与计算分析

Structural design and analysis of a steel structure with energy dissipation devices
原文传递
导出
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
  • 相关文献

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部