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钢筋混凝土异形柱框架-抗震墙结构振动台试验
Shaking table test of RC frame-shear wall structure with specially shaped columns
【摘要】 通过12层1/7缩尺模型的模拟地震振动台试验,研究了钢筋混凝土异形柱框架-抗震墙结构体系的动力特性、地震反应及破坏形式.试验结果表明,该结构体系层间位移角能满足《规范》要求、抗震性能良好,适于在小高层住宅中采用.
【Abstract】 The dynamic characteristics,response and failure form of reinforcement concrete frame-shearwall structure with specially shaped columns under different seismic intensities were studied by shaking table test of a 12-story model reduced scale in 1/7.The results showed that the structure system possesses good auti-seismic behavior and strong resistance against rarely happened earthquake,and this structure system can be suggested to use in mid-highrise residence building.
【关键词】 异形柱；
异形柱框架-抗震墙；
振动台试验；
【Key words】 special-shaped columns； frame-shearwall with special-shaped columns； shaking table test；
【Key words】 special-shaped columns； frame-shearwall with special-shaped columns； shaking table test；
【基金】 江苏省建设厅抗震办公室专项基金资助
- 【文献出处】 南京工业大学学报(自然科学版) ,Journal of Nanjing University of Technology(Natural Science Edition) , 编辑部邮箱 ,2007年06期
- 【分类号】TB534.2
- 【被引频次】1
- 【下载频次】138