摘要
针对一个缩尺比为1∶4的4层现浇混凝土空心板柱结构模型,分别采用工程上常用的三种计算方法(层间剪切模型、平面等代框架模型和空间板带-柱模型)对现浇混凝土空心板柱结构的动力特性进行计算分析。将计算分析结果与模拟地震振动台试验结果进行对比表明,在现浇混凝土空心板柱结构的动力特性分析中采用空间板带-柱模型是可行的。
A 1/4 scale four-storey of reinforced concrete hollow slab-column structure model was used to analyze dynamic responses of reinforced concrete hollow slab-column structure through three methods（shear layer model,plane strap-column frame model and spatial strap-column frame model） which were general used in engineering.Comparing with the experimental results from a shaking table test,analysis results indicate that the spatial strap-column frame model can be effectively utilized for dynamic responses of reinforced concrete hollow slab-column structure.
出处
《建筑结构》
CSCD
北大核心
2010年第7期78-80,共3页
Building Structure
基金
教育部高校博士点专项基金项目(20050533042)
中国包装总公司科研建设项目(2008-XK04)
关键词
混凝土空心楼板
板柱结构
动力特性
reinforced concrete hollow slab
slab-column structure
dynamic response
