摘要
某工程主塔楼结构高度192.1 m,地面以上45层,采用框架-核心筒结构。主塔楼基于PERFORM-3D的罕遇地震作用下的动力弹塑性分析,采取相应的设计措施,达到预期的性能目标。
The main building is 192.1m with 45 floors above the ground and a frame-core wall structural system.The component of unyielding checking under dynamic elastic-plastic analysis under rare earthquake and taking the corresponding measures to achieve the predetermined seismic PERFORM-3D object of an overrun high-rise building.
作者
陈冠新
何智威
Chen Guanxin;He Zhiwei(Architectural Design and Research Institute of SCUT Co.,Ltd. Guangzhou 510641,China)
出处
《广东土木与建筑》
2019年第3期13-16,共4页
Guangdong Architecture Civil Engineering
关键词
超高层建筑
框架-核心筒结构
动力弹塑性分析
super high-rise building
frame-corewall structure
dynamic elastic-plastic analysis
