摘要
结合南京奥体新闻科技中心工程,采用反应谱法对其结构进行整体抗震分析,并利用有限元方法对结构中重要构件———V形柱和托梁进行了受力分析。同时,对南京奥体新闻科技中心上部钢结构屋盖设计进行了介绍。通过计算分析,发现该结构的抗震性能较好,V形柱和托梁构件受力合理且安全可靠。
The integral seismic analysis is performed by using the response spectrum method, and the important members such as the V shape column and holding beam are analyzed by using the finite element method. The steel structure roof design of Nanjing Olympic News and Technology Center is also introduced. Through computing and analyzing, it can be concluded that the structure has good seismic capabiliy and the V shape column and holding beams are safe.
出处
《建筑结构》
CSCD
北大核心
2005年第11期43-47,共5页
Building Structure
关键词
反应谱
V形柱
托梁
球形节点
销栓节点
response spectrum
V shape column
holding beam
ball shape joint
pin joint
