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北京天亚花园框支剪力墙结构体系设计研究
Research on Design of Shear Wall Supported by Frame System in Beijing Tianya Garden
【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。
【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.
【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;
【Key words】 elastic-plastic analysis; out-of-codes; high-rise buildings; shear wall supported by frame; transfer floor; finite element analysis; structure design;
【Key words】 elastic-plastic analysis; out-of-codes; high-rise buildings; shear wall supported by frame; transfer floor; finite element analysis; structure design;
- 【文献出处】 建筑结构 ,Building Structure , 编辑部邮箱 ,2006年06期
- 【分类号】TU398.2
- 【被引频次】5
- 【下载频次】200