| 耗能支撑的斜撑刚度对框架结构减震效果的影响 |
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| 引用本文： | 徐晓,郝文秀,邹立坤,李红梅,杜光乾.耗能支撑的斜撑刚度对框架结构减震效果的影响[J].河北农业大学学报,2007,30(3):113-115. |
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| 作者姓名： | 徐晓 郝文秀 邹立坤 李红梅 杜光乾 |
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| 作者单位： | 河北农业大学城乡建设学院,河北保定071001;中央司法警官学院,河北保定071000 |
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| 摘 要： | 摩擦耗能支撑减震技术是一种行之有效的减震措施,本文利用ANSYS分析了斜撑刚度对结构减震效果的影响,得出对于本文算例斜撑刚度与结构刚度的比值为2-6时,减震效果最好。
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| 关 键 词： | 摩擦耗能支撑 减震效果 斜撑刚度 |
| 文章编号： | 1000-1573(2007)03-0113-03 |
| 修稿时间： | 2006年12月27 |
The influence of friction energy dissipating bracing stiffness on suppressive effectiveness of structure vibration |
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| XU Xiao,HAO Wen-xiu,ZOU Li-kun,LI Hong-mei,DU Guang-qian.The influence of friction energy dissipating bracing stiffness on suppressive effectiveness of structure vibration[J].Journal of Agricultural University of Hebei,2007,30(3):113-115. |
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| Authors: | XU Xiao HAO Wen-xiu ZOU Li-kun LI Hong-mei DU Guang-qian |
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| Abstract: | Friction energy dissipating bracing is the kind of efficient system on vibration-suppressing of buildings.In this paper,the influence of bracing stiffness on suppressive effectiveness of structure vibration is studied by ANSYS finite element program.The vibration-suppressing effect is much better when the ratio of bracing stiffness to structure stiffness is 2～6. |
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| Keywords: | friction energy dissipating brace vibration-suppressing effect bracing stiffness |
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