摘要
以某十层双塔连体结构为算例,利用有限元分析软件ANSYS建立对称与非对称两种双塔连体结构的有限元模型,然后对建立的两种模型的模拟结果进行比较,分析地震作用下对称与非对称双塔连体结构对地震反应的影响,从而得出几点规律,以供实际工程应用参考.
Taking a 10-floor double-tower structure as an example, a finite element model covering symmetrical and un- symmetrical structures was built according to ANSYS finite element analysis software. Then the paper compared the simulation results of the two models, and analyzed the seismic response of the symmetrical and unsymmetrical connected dou- ble-tower structure under the seismic action. The result got some rules, providing reference for the practical engineering application.
出处
《天津城市建设学院学报》
CAS
2012年第4期258-261,共4页
Journal of Tianjin Institute of Urban Construction
关键词
非对称结构
连体结构
地震反应
unsymmetrical structure
connected structure
seismic response
