摘要
采用静力凝聚模型 ,结合一建筑实例对非对称双塔结构的动力特性进行分析 ,并同未设连体时的双塔结构的结果进行比较。还比较了在考虑水平双向地震输入时 ,无连体。
In this paper,the consolidated model is utilized to analyze the dynamic characteristics of the unsymmetrical connected double\|tower structure based on an example,and the result is compared with that of the double\|structure without connection.Under the longitudinal and transverse earthquake exciting,the random seismic response of both the connection and the main structure are investigated as the stiffness of connection is variant.
出处
《工业建筑》
CSCD
北大核心
2001年第8期27-29,共3页
Industrial Construction
关键词
高层建筑结构
双塔连体结构
动力特性
地震响应
tall building structure\ connected double\|tower structure\ dynamic characteristics\ seismic response
