摘要
对某大型复合穹顶结构进行了抗震分析,分析了结构的动响应,指出了结构的薄弱方向;并建议:对类似大跨度结构,应该进行竖向抗震计算,并取水平地震和竖向地震作用的较大值进行抗震设计。
on the basis of anti-seismic analysis of a long-span combined Dome,the authors analyze the dynamical response of the structure, point out the weakness of the structure, Also the authors propose the design of analogy structures should calculate the vertical earthquake and use the maximum of horizontal and vertical earthquake response in the anti-seismic design.
出处
《重庆建筑》
2004年第4期37-39,共3页
Chongqing Architecture
