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| 中高层大开间钢筋混凝土异形柱框架结构抗震性能研究 | |
| 引用本文： | 王滋军,刘伟庆,汪杰,蒋永生,徐澄.中高层大开间钢筋混凝土异形柱框架结构抗震性能研究[J].地震工程与工程振动,1999,19(3):59-64. |
| 作者姓名： | 王滋军 刘伟庆 汪杰 蒋永生 徐澄 |
| 作者单位： | 1. 东南大学土木学院江苏南京210096 2. 南京建筑工程学院土木系江苏南京210009 3. 南京市民用建筑设计研究院江苏南京210004 |
| 摘 要： | 对一中高层大开间钢筋混土异形柱框架结构１／６比例模型进行了地震模拟振动台试验。研究结构从弹性，开裂，屈服直至破坏等各地震反应，揭示了结构的动力特性及破坏形态，结果表明，该结构体纱具有良好的抗震性能。 |
| 关 键 词： | 钢筋混凝土 框架 异形柱 振动台试验 抗震性能 |
| 文章编号： | 1000-1301(1999)03-0059-06 |
Shaking table test for a mid-highrise big-bay RC frame model with special-shaped columns |
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| WANG Zi jun ,LIU Wei qing ,WANG Jie ,JING Yong sheng ,XU Cheng.Shaking table test for a mid-highrise big-bay RC frame model with special-shaped columns[J].Earthquake Engineering and Engineering Vibration,1999,19(3):59-64. | |
| Authors: | WANG Zi jun LIU Wei qing WANG Jie JING Yong sheng XU Cheng |
| Institution: | WANG Zi jun 1,LIU Wei qing 2,WANG Jie 3,JING Yong sheng 1,XU Cheng 3 |
| Abstract: | A 1/6 scale mid highrise big bay RC frame model with special shaped columns was tested on the shaking table The dynamic responses of the model were studied at the elastic stage and the stages of cracking, yielding and failure The dynamic characteristics and failure shape were also revealed The test results show that the earthquake resistant behavior of the structures with special shaped columns is good |
| Keywords: | reinforced concrete special shaped column frame shaking table test earthquake resistant behavior |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ | |