| 底层柱子不等长框架的地震反应研究 |
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| 引用本文： | 黄先伍,唐平,戴靠山.底层柱子不等长框架的地震反应研究[J].湘潭师范学院学报(自然科学版),2002,24(3):77-81. |
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| 作者姓名： | 黄先伍 唐平 戴靠山 |
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| 作者单位： | 1. 中国矿业大学,建筑工程学院,江苏,徐州,221008
2. 湘潭大学,湖南,湘潭,411105 |
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| 摘 要： | 短柱几种不同长度情况，用ANSYS有限元程序进行了弹性地震反应的时程,总结了这种框架的地震反应规律。
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| 关 键 词： | 底层柱子 不等长框架 地震反应 时程分析 平扭耦联 偏心结构 力学模型 基础设计 |
| 文章编号： | 1671-0231(2002)03-0077-05 |
| 修稿时间： | 2002年7月28日 |
Study on the earthquake response of a frame including columns of different length in the ground floor |
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| HUANG Xian-wu ,TANG Ping ,DAI Kao-shan.Study on the earthquake response of a frame including columns of different length in the ground floor[J].Journal of Xiangtan Normal University (Natural Science Edition),2002,24(3):77-81. |
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| Authors: | HUANG Xian-wu TANG Ping DAI Kao-shan |
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| Institution: | HUANG Xian-wu 1,TANG Ping 2,DAI Kao-shan 1 |
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| Abstract: | In the article, the dynamic response of the frame to earthquake is calculated and analyzed using the time history analysis in allusion to different length of short columns with the help of ANSYS finite element program. The properties of the earthquake response of the frame are summed up |
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| Keywords: | frame earthquake response time history analysis moving-rotating coupling vibration |
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