| 中高层钢筋混凝土异形柱框架结构弹塑性时程分析 |
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| 引用本文： | 王滋军,刘伟庆,蒋永生.中高层钢筋混凝土异形柱框架结构弹塑性时程分析[J].地震工程与工程振动,2001,21(3):60-64. |
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| 作者姓名： | 王滋军 刘伟庆 蒋永生 |
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| 作者单位： | 1. 南京建筑工程学院土木系
2. 东南大学土木学院 |
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| 基金项目： | 江苏省墙改基金资助项目（苏建科 1998（313）） |
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| 摘 要： | 用杆模型编制了钢筋混凝土异形柱框架结构的弹塑性时程分析程序FEANT。采用该程序对一中高层大开间钢筋混凝土异形柱框架结构振动台试验模型进行了计算分析，计算值与试验值吻合较好，能满足工程需要。
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| 关 键 词： | 钢筋混凝土 框架 异形柱 时程分析 弹塑性 |
| 文章编号： | 1000-1301(2001)03-0060-05 |
Nonlinear dynamic analysis of RC frame with special-shaped columns |
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| WANG Zi-jun,LIU Wei-qing,JIANG Yong-sheng.Nonlinear dynamic analysis of RC frame with special-shaped columns[J].Earthquake Engineering and Engineering Vibration,2001,21(3):60-64. |
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| Authors: | WANG Zi-jun LIU Wei-qing JIANG Yong-sheng |
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| Abstract: | Although RC frame with special-shaped colunms(FSSC) has been widely used in practical engineering, further study on the dynamic properties of this structure is necessary. A computer program was designed to analyze the nonlinear dynamic characteristics of the FSSC structure, and the results were compared with those from shaking table test. They accord with each other and this indcates that the program may meet the needs of practical design. |
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| Keywords: | reinforced concrete frame special-shaped column dynamic analysis |
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