张猛，徐慧玲，胡  北，杨婷，宋  力，席志刚
(中国建筑设计研究院，北京100044)

[摘要] 工程中主楼为10层框架-剪力墙结构，设计中针对其平面不规则的特点，采取了若干计算与构造措施，并对关键部位进行了处理。配楼等为4-6层建筑，采用了配置少量剪力墙的框架结构，根据多个计算模型结果进行包络设计。
[关键词] 框架-剪力墙结构；配置少量剪力墙的框架结构

StrucNre design of command academy of Chinese People's Armed Police Force
Zhang Meng, Xu Huiling, Hu Bei, Yang Ting, Song Li,   Xi Zhigang
(China Architecture Design & Research Group, Beijing 100044, China)

Abstract: The main building of the project is a frame-shear wall structure with 10 floors. According to the characteristics of irregular plane, certain amount of structural measures is adopted, and the key parts are handled to ensure safety. Attached building with 4-6 floors is a frame structure with few shear wall. Envelope design is carried out according to the results ofmultiple calculation models.
Keywords: frame-shear wall structure; frame structure with few shear walls