| 设置F-ved框架动力响应的数值分析 |
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| 引用本文： | 王雪亮,魏文晖,李海波.设置F-ved框架动力响应的数值分析[J].武汉理工大学学报,2004,26(3):67-69. |
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| 作者姓名： | 王雪亮 魏文晖 李海波 |
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| 作者单位： | 武汉理工大学土木工程与建筑学院,武汉,430070 |
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| 摘 要： | 用Ansys有限元软件模拟了F-ved被动阻尼器，得到了F-ved的滞回曲线；并对设置F-ved的异型柱框架的线性地震反应进行了控制分析。为结构的隔震减震设计提供了一种实用高效的方法。
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| 关 键 词： | Ansys F-red单元 滞回曲线 新方法 |
| 文章编号： | 1671-4431(2004)03-0067-03 |
| 修稿时间： | 2003年9月4日 |
Numerical Analysis on Dynamical Reponses of Frame with F-ved |
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| WANG Xue liang,WEI Wen hui,LI Hai bo.Numerical Analysis on Dynamical Reponses of Frame with F-ved[J].Journal of Wuhan University of Technology,2004,26(3):67-69. |
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| Authors: | WANG Xue liang WEI Wen hui LI Hai bo |
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| Abstract: | There were many limits on the application of control programs of structure vibration. The finite element models and hysteretic curve of F ved with Ansys software are abtained in the paper; and the control of earthquake responses of special shaped column frame with F ved is analyzed,which offer a new effective method for the design of isolating earthquake and reducting earthquake for structure. |
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| Keywords: | Ansys F ved element hysteretic curve new method |
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