翁兴忠¹，  董陶惠¹，  蒋湘闽²
   （1 中广国际建筑设计研究院，北京 100045；2 中国五洲工程设计集团有限公司，北京 100053）

[摘要] 宣化广播电视中心主楼采用在建筑两端按建筑外形布置斜剪力墙的框架．剪力墙结构。采用不同连梁高度的模型进行分析试算，选用经济合理的方案。对结构采用两种软件进行整体分析比较，分析了斜剪力墙的抗震性能，还对斜剪力墙进行了施工加载阶段的补充计算和分析，并在构造上采取相应的措施进行加强。
[关键词] 斜剪力墙；连梁高度；施工加载顺序；夯扩水泥土桩
中图分类号：TU375    文献标识码：A  文章编号：1002-848X(2012) Sl-0314-03

Structure design on the main building of Xuanhua Radio and TV Center
Weng Xingzhong¹, Dong Taohui¹, Jiang Xiangmin²
(1  China Radio & TV International Architecture Design-Research Institute, Beijing 100045, China;  2 CNGC China Wuzhou Engineering Co., Ltd., Beijing 100053, China)

Abstract: The main building of the Xuanhua Radio and TV Center adopts frame-shear wall structure.  Combining with the architecture shape, inclined shear walls are used at the both ends of the building. Models with different height of the coupling beams were analyzed to select the economic and reasonable design program. Two kinds of software were applied in the overall analysis, and the seisnuc performance of the inclined shear walls was studied. The additional calculations and analysis were camed out to investigate the mechanical behavior of the inclined shear walls in the construction load stage, and some construction measures were used to strengthen the structure.
Keywords: inclined shear wall; height of the coupling beam; loading sequence; cement pile