论文部分内容阅读
重庆上海城二期C区3号楼为49层的超高层混凝土结构,结构总高度218.4m.工程采用框架-核心筒结构体系,结构X向的高宽比较大,以伸臂桁架在三个设备层形成了有限刚度加强层来提高结构X向的抗侧刚度。采用SATWE,PMSAP软件进行整体结构计算,采用SATWE进行弹性时程分析。
Building 3, C Zone 2, Shanghai City, Chongqing, is a 49-story super high-rise concrete structure with a total height of 218.4m. The project uses a frame-core tube structure with a large aspect ratio in the X direction of the structure, The equipment layer forms a stiffening layer of limited stiffness to increase the lateral stiffness of the structure in the X-direction. SATWE and PMSAP software are used to calculate the overall structure and SATWE is used to analyze the elastic time history.