摘要
文章对多高层框架中柱侧向刚度的计算提出了比 Ｄ值法使用更广的公式，并指出了Ｄ值法中柱侧向刚度计算中存在的问题，补充了顶层柱αｊｋ计算公式，修正了底层柱αｊｋ计算公式。
This paper presents a calculation formula more practical than the D method on lateral rigidity of columns in multi-story structure and the inappropriateness of the D method in this regard. Furthermore, it gives supplementary indicates formulas of the top floor column of the D method and makes correction on calculation formulas of the ground floor column of the D method.
出处
《苏州城建环保学院学报》
2000年第3期54-62,共9页
Journal of Suzhou Institute of Urban Construction and Environmental Protection
关键词
框架
侧向刚度
侧向位移
rigid frame
lateral rigidity
lateral deformation
