摘要
为进一步了解窑尾塔架在罕遇地震下的工作性能,现以我公司设计的宁夏建材集团产业扶贫产能置换建设5000 t/d项目窑尾塔架进行在罕遇地震下的静力弹塑性分析,简述操作流程,对其工作性能进行分析和总结,为今后类似的结构设计提供参考。
In order to further understand the working performance of kiln tail tower under rare earthquake,the static elasto-plastic analysis of kiln tail tower under rare earthquake is carried out for the kiln tail tower of Ningxia Building Materials Group industry pover⁃ty alleviation capacity replacement construction project designed by our company,briefly describes the operation process,analyzes and summarizes its working performance,so as to provide reference for similar structural design in the future.
作者
李刚
Li Gang(Sinoma International Engineering Co.,Ltd.,Nanjing,211100,China)
出处
《水泥工程》
CAS
2020年第6期4-7,共4页
Cement Engineering
关键词
高层建筑
钢管混凝土钢框架-支撑结构
大震验算
静力弹塑性分析
high rise building
concrete filled steel tube steel frame supporting structure
large earthquake checking calculation
static elastoplastic analysis
