摘要
大底盘非对称塔楼是一种复杂的结构体系。底盘对上部塔楼起到连接的作用,因而影响结构整体的受力性能。本文通过一组刚度不同的模型,探讨了底盘刚度和塔楼刚度比值变化对非对称塔楼结构在地震作用下结构动力特性和地震响应的影响。
Base-enlarged unsymmetrical tower is a kind of complicated structure system. The base connects the towers and influences the performance of structure. The influence of base-tower stiffness ratio on dynamic characteristic and seismic response of unsymmetrical tower structure is studied through a series of different stiffness models.
出处
《常州工学院学报》
2005年第1期54-56,共3页
Journal of Changzhou Institute of Technology
