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張猛，徐慧玲，胡 北，楊婷，宋 力，席志剛
(中國建筑設計研究院，北京100044)[摘要] 工程中主樓為10層框架-剪力墻結(jié)構，設計中針對其平面不規(guī)則的特點，采取了若干計算與構造措施，并對關鍵部位進行了處理。配樓等為4-6層建筑，采用了配置少量剪力墻的框架結(jié)構，根據(jù)多個計算模型結(jié)果進行包絡設計。
[關鍵詞] 框架-剪力墻結(jié)構；配置少量剪力墻的框架結(jié)構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
