| 钢筋混凝土异形柱框架地震反应谱分析 |
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| 引用本文： | 靳杰,王涛.钢筋混凝土异形柱框架地震反应谱分析[J].山西建筑,2010,36(21):62-63. |
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| 作者姓名： | 靳杰 王涛 |
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| 作者单位： | 西安科技大学建筑与土木工程学院,陕西,西安,710054 |
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| 摘 要： | 运用有限元软件ANSYS,通过建立三维空间分析模型,对异形柱框架结构与矩形柱框架结构的动力特性、频率、振型进行了探讨,用反应谱方法对比分析了异形柱框架结构与矩形柱框架结构在地震作用下的变形特性及内力分布规律。
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| 关 键 词： | ANSYS软件 异形柱框架 地震反应谱分析 |
The seismic response spectrum analysis of steel reinforced concrete special shaped column frame |
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| JIN Jie,WANG Tao.The seismic response spectrum analysis of steel reinforced concrete special shaped column frame[J].Shanxi Architecture,2010,36(21):62-63. |
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| Authors: | JIN Jie WANG Tao |
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| Affiliation: | JIN Jie WANG Tao |
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| Abstract: | With finite element analysis software ANSYS,through building three dimensional space analysis model,the dynamic characteristic,frequency and mode shape of special shaped column frame structure and rectangular shape column structure were analyzed,the deformation characteristics and inner force distribution rule of special shape column structure and rectangular column structure under seismic effect was compared and analyzed with response spectrum method. |
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| Keywords: | ANSYS software special shape column frame seismic response spectrum analysis |
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