顾渭建  邱  鸿
    （总参工程兵第四设计研究院 北京 100850）

[提要]  通过对两栋（14层条型楼和26层点式楼）钢筋砼高层剪力墙结构不同横墙间距方案对结构的抗地震性能、力学反应和材料用量等的影响以及各自的优缺点等的分析比较，探讨了不同平面形状的剪力墙结构横墙间距的最佳配置问题，并在此基础上提出了可供实际设计参考的合理建议。
[关键词]  高层剪力墙结构 墙体间距 结构分析

The influence of different intervals of transverse wall on seismic performance, mechanical response and building material consumption are analyzed through two typical reinforced concrete high-rise shear wall structures. The optimum arrangement of the intervals of transverse wall with different plan forms are dicsussed. Some reasonable suggestions are proposed for the practical design of high-rise shear wall structures.
Keywords: high-rise shear wall structure;intervals; shear wall; structural analysis