摘要
介绍了江苏省某万达广场2号楼和3号楼所在的商业左侧的工程概况和超限判定,采用SATWE和MIDAS Building两种结构设计分析软件对超限高层结构进行计算分析,并以弹性时程分析辅助计算,最后总结了在结构设计时所采取的抗震措施。
The general situation and ultra limit judgment of the left part of a Wanda Plaza in Jiangsu province was introduced,including Building 2# and 3 #. Two kinds of structural design and analysis software,including SATWE and MIDAS Building are used to calculate and analyze the ultra limit high-rise structure. Meanwhile,assistant calculation by elastic time-history analysis is applied. Finally,the seismic measures using in the structural design were summarized.
出处
《建筑结构》
CSCD
北大核心
2016年第S1期119-121,共3页
Building Structure