| 采用新型阻尼器的框架结构数值模拟分析 |
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| 引用本文： | 王旭东.采用新型阻尼器的框架结构数值模拟分析[J].山西建筑,2012(34):45-47. |
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| 作者姓名： | 王旭东 |
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| 作者单位： | 无锡市民用建筑设计院有限公司 |
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| 摘 要： | 采用通用有限元软件MSC.MARC,编制了非线性子程序,对装有新型钢阻尼器的二层框架结构进行了数值模拟,模态分析和动力响应分析,并与不装设阻尼器的框架结构进行了比较,论证了通过编制非线性梁单元子程序来模拟形状复杂的新型钢阻尼器具有可行性。
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| 关 键 词： | 钢阻尼器 有限元 非线性 |
On numeric simulation analysis of frame structure with new damper |
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| WANG Xu-dong.On numeric simulation analysis of frame structure with new damper[J].Shanxi Architecture,2012(34):45-47. |
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| Authors: | WANG Xu-dong |
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| Affiliation: | WANG Xu-dong(Wuxi Civil Building Design Institute Co.,Ltd,Wuxi 214072,China) |
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| Abstract: | The paper adopts the general finite element software,such as MSC.MARC,compiles the nonlinear subroutine,undertakes the numeric simulation for the double-layer framework structure with new dampers,undertakes the modal analysis and dynamic response analysis,and compares it with the framework without dampers,and indicates it is feasible to simulate the complicated new steel dampers by compiling the nonlinear beam element subroutine. |
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| Keywords: | steel damper finite element nonlinear |
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