摘要
苏州嘉润广场大型综合体地下4层(局部为人防地下室),地上为裙房和3个塔楼,总建筑面积249398m2。本项目结构形状不规则,体型复杂,通过结构设计软件PKPM,YJK进行多遇地震的结构计算分析,并以Pushover分析、小震及中震下的楼板应力分析和温度应力分析等方式对结构进行分析计算,以保证结构的安全及抗震性能,为类似结构提供参考。
Jiarun square in Suzhou has four layers underground( local antiaircraft basement),and upper podium is annex and three towers. The complex has a total construction area of 249398 m2. The project structure shape is irregular and complex. Structural design software of PKPM and YJK were used to conduct structure analysis and calculation under the frequent earthquakes,and the Pushover analysis,temperature stress analysis were conducted on the structure to ensure the safety and seismic performance of the structure,which can provide references for the similar structures.
出处
《建筑结构》
CSCD
北大核心
2017年第S2期45-53,共9页
Building Structure