摘要
总结了地震剪力与地震层间位移比、剪切刚度比、剪弯刚度比在《建筑抗震设计规范》和《高层建筑混凝土结构技术规程》中的定义和计算方法。为了帮助SATWE软件用户正确地选择刚度比的设置,结合一个框支剪力墙结构算例,探讨这三种刚度比在SATWE软件里的适用范围及实现过程,并提出在运用SATWE软件进行结构计算时应注意的问题。
The definitions and calculation methods of seismic force and story drift ratio,shear stiffness ratio and shearbending stiffness ratio defined in the Code for seismic design of buildings and Technical specification for concrete structures of tall building,are summarised. In order to help the SATWE users to select the stiffness ratio correctly, the applying conditions and realization processes of the three stiffness ratios are analyzed, using a frame-supported shear wall structure example,and some situations that should be paid attention to in using SATWE are discussed.
出处
《建筑结构》
CSCD
北大核心
2005年第12期79-82,共4页
Building Structure
