| 北京天亚花园框支剪力墙结构体系设计研究 |
| |
| 引用本文： | 徐斌,苗启松,王月仙,齐五辉.北京天亚花园框支剪力墙结构体系设计研究[J].建筑结构,2006,36(6). |
| |
| 作者姓名： | 徐斌 苗启松 王月仙 齐五辉 |
| |
| 作者单位： | 北京市建筑设计研究院,北京,100045;北京市建筑设计研究院,北京,100045;北京市建筑设计研究院,北京,100045;北京市建筑设计研究院,北京,100045 |
| |
| 摘 要： | 北京天亚花园工程为高级商住公寓楼,地上30层,建筑总高度95.65m,采用钢筋混凝土框支剪力墙结构体系,为超限高层建筑。工程设计从概念设计入手,采用多种程序进行结构弹性有限元分析、结构弹塑性时程分析及静力推覆分析。针对薄弱层、薄弱部位采取设置型钢等加强措施,以满足抗震设防要求。探讨了此类超限高层建筑的设计方法和构造措施。
|
| 关 键 词： | 弹塑性分析 超限高层建筑 框支剪力墙 转换层 有限元分析 |
Research on Design of Shear Wall Supported by Frame System in Beijing Tianya Garden |
| |
| Xu Bin,Miao Qisong,Wang Yuexian,Qi Wuhui.Research on Design of Shear Wall Supported by Frame System in Beijing Tianya Garden[J].Building Structure,2006,36(6). |
| |
| Authors: | Xu Bin Miao Qisong Wang Yuexian Qi Wuhui |
| |
| Abstract: | Beijing Tianya Garden is a high-rise apartments building,with 30storey and 95.65 meters high on the ground.The reinforced concrete shear wall supported by frame structure is used.It is out-of-codes of Chinise for highrise building in the earthquake fortification zone of 8 degree.The structure design and construction measures are introduced for this building.The finite element analysis and the elastic-plastic analysis are used.The design method and construction measures are discussed,which can be referred to similar buildings. |
| |
| Keywords: | elastic-plastic analysis out-of-codes high-rise buildings shear wall supported by frame transfer floor finite element analysis structure design |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
|
