（1 中国华冶科工集团有限公司， 北京 100176； 2 北京市建筑设计研究院有限公司， 北京 100045；

3 北京建筑大学， 北京 100044）

［摘要］总结了板柱-剪力墙结构在竖向和水平荷载作用下的设计计算方法；对无边梁板柱-剪力墙结构、有边梁板柱-剪力墙结构以及框架-剪力墙结构进行对比分析，探讨层数及边梁高度对板柱-剪力墙结构体系的自振周期、结构侧移、层间位移角、基底剪力、剪力分配、倾覆力矩等力学特性的影响；对有边梁板柱-剪力墙结构和框架-剪力墙结构进行动力弹塑性时程分析，讨论有边梁的板柱-剪力墙结构与框架-剪力墙结构的抗震性能、塑性发展变化，给出有边梁板柱-剪力墙结构的适用范围和设计建议。

［关键词］板柱-剪力墙结构； 计算方法； 受力性能； 动力弹塑性分析

中图分类号： TU318 文献标识码： A文章编号：  1002-848X(2016)S1-0212-07

Influence of spandrel beams on the suitable height of flat plate column-shear wall structures

Li Hongwei1， Zhou Sun2， He Xixi3

(1 China Huaye Group Co., Ltd., Beijing 100176, China; 2 Beijing Institute of Architectural Design, 

Beijing 100045, China; 3 Beijing University of Civil Engineering and Architecture, Beijing 100044, China)

Abstract： The calculation method of flat plate column-shear wall structure design in the vertical and horizontal loads were summarized. The flat plate column-shear wall structure with and without spandrel beams and frame-shear wall structure were also compared and analyzed. Meanwhile, the effect of building floors and height of spandrel beams to the flat plate column-shear wall structure′s mechanical properties, such as natural vibration period, structural displacement, interlayer displacement angle, base shear, shear distribution, and capsizing moment were discussed. The dynamic elastic-plastic time history of flat plate column shear wall structure with spandrel beams and frame-shear wall structure has been analyzed. And then  the seismic performance, plastic development and change of the flat plate column-shear wall structure with spandrel beams and frame-shear wall structure were discussed. At last, the application scope and some design recommendations of flat plate column-shear wall structure with spandrel beams have been given.

Keywords： flat plate column-shear wall structure; calculation method; mechanical performance; dynamic nonlinear analysis

作者简介：李宏维，硕士,Email:18810759600@163.com。