- 摘 要
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翁興忠1， 董陶惠1， 蔣湘閩2
（1 中廣國際建筑設(shè)計研究院，北京 100045；2 中國五洲工程設(shè)計集團有限公司，北京 100053）[摘要] 宣化廣播電視中心主樓采用在建筑兩端按建筑外形布置斜剪力墻的框架．剪力墻結(jié)構(gòu)。采用不同連梁高度的模型進行分析試算，選用經(jīng)濟合理的方案。對結(jié)構(gòu)采用兩種軟件進行整體分析比較，分析了斜剪力墻的抗震性能，還對斜剪力墻進行了施工加載階段的補充計算和分析，并在構(gòu)造上采取相應(yīng)的措施進行加強。
[關(guān)鍵詞] 斜剪力墻；連梁高度；施工加載順序；夯擴水泥土樁
中圖分類號：TU375 文獻標識碼：A 文章編號：1002-848X(2012) Sl-0314-03Structure 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
