【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。更多还原

【Abstract】 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.更多还原