(长沙理工大学土木与建筑学院，长沙 410076)

［摘要］基于框-剪结构协同工作的连续化原理，获得了考虑剪力墙剪切变形的钢筋混凝土框-剪结构最大层间位移角的简化计算方法，并提出剪力墙布置方案合理性判别的步骤与相应的约束条件，该方法在高层建筑结构初步设计阶段，能够较为便捷地对剪力墙布置方案的合理性进行判断。

［关键词］钢筋混凝土；框架-剪力墙结构；剪力墙；合理布置

Simplified method to distinguish the rational arrangement of shear walls in fram

e-shear wall structures

Liu Zhefeng, Su Zhili, Yang Weijun(School of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha 410076，China)

Abstract:Based on the continuous principle of the cooperative work of frame-shear wall structures, a simplified method, taking shear deformation of shear wall into account, was deduced to calculate the maximum story drift of frame-shear wall structures. A procedure and corresponding constraint condition, which was used to distinguish the rational arrangement of shear walls in frame-shear wall structures, was presented. It has been proved that this method can be used for the preliminary stage of tall building structural design.

Keywords:reinforced concrete; frame-shear wall structure; shear wall; rational arrangement

作者简介：刘哲锋，博士，讲师，Email:lzf0072006@163.com。

参考文献

［1］孟焕陵，沈蒲生.