超限高层建筑结构设计分析  

Structural Design Analysis of Overlimit High-Rise Building

作　　者：何康 陈如 He Kang;Chen Ru(Hangzhou Yuancheng Planning&Design Group Co.Ltd.,Hangzhou,Zhejiang 310016;Zhejiang Provincial Architectural Design Institute Co.Ltd.,Hangzhou,Zhejiang 310030)

机构地区：[1]杭州元成规划设计集团有限公司,浙江杭州310016 [2]浙江省省直建筑设计院有限公司,浙江杭州310030

出　　处：《江西建材》2023年第9期151-153,共3页Jiangxi Building Materials

摘　　要：文中对超限高层建筑结构设计进行研究,分析了超限高层建筑结构的特点以及类别,总结了超限高层结构设计方案,并结合实际案例,分析设防地震作用下、多遇地震作用下超限高层建筑结构抗震性能,旨在为超限高层建筑工程设计提供一些理论依据。This paper studies the structure design of the high-rise building,analyzes the characteristics and categories of the high-rise building structure,and summarizes the design scheme of the high-rise building.Based on practical cases,this paper analyzes the seismic performance of over-limit tall buildings under fortification and frequent earthquakes.The aim is to provide some theoretical basis for the engineering design of overlimit high-rise buildings.

关 键 词：超限高层 结构抗震设计 多遇地震 案例分析 

分 类 号：TU318[建筑科学—结构工程]