- 摘 要
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(1 中南大学土木建筑学院,长沙 410075; 2 湖南工业大学土木工程学院,株洲 412008)
[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。
[关键词]混凝土空心楼板;板柱结构;动力特性
Calculating methods for dynamic responses of reinforced concrete hollow slab-column structure
Yang Xiaohua1,2, Zhou Chaoyang1, He Renyuan1, He Xuejun1(1 School of Civil Engineering, Central South University, Changsha 410075, China;2 School of Civil Engineering, Hunan University of Technology, Zhuzhou 412008, China)
Abstract: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 stra