| 液体粘滞阻尼消能减震结构设计方法 |
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| 引用本文： | 薛彦涛,李树利,李博. 液体粘滞阻尼消能减震结构设计方法[J]. 建筑科学, 2003, 19(3): 19-21 |
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| 作者姓名： | 薛彦涛 李树利 李博 |
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| 作者单位： | 中国建筑科学研究院,工程抗震研究所,北京,100013;深圳安能建设公司,深圳,518019;北京邮电大学基建处,北京,100088 |
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| 摘 要： | 液体粘滞阻尼消能减震技术是一项新兴的抗震技术,本文详细介绍了该技术的特点和设计计算方法。通过计算实例,说明液体粘滞阻尼消能减震可以显著降低结构的地震反应,提高结构的抗震能力。
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| 关 键 词： | 消能减震 液体粘滞阻尼器 时程分析 振型分解法 阻尼比 |
| 文章编号： | 1002-8528(2003)03-0019-03 |
Design of Structures with Fluid Viscous Dampers for Earthquake Energy Dissipation |
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| XUE Yan-tao ,LI Shu-li ,LI Bo. Design of Structures with Fluid Viscous Dampers for Earthquake Energy Dissipation[J]. Building Science, 2003, 19(3): 19-21 |
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| Authors: | XUE Yan-tao LI Shu-li LI Bo |
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| Affiliation: | XUE Yan-tao 1,LI Shu-li 2,LI Bo 3 |
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| Abstract: | Mountingfluid viscous dampersinto structures to dissipate earthquakeenergy is an up-to-date technology,the characteristics and the methodsof design and calculation are expatiated in this paper.The results of calculation show the effect of this technology on reducing earthquakeresponse and enhancingaseis-mic capacity of structures.[ |
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| Keywords: | earthquakeenergy dissipation fluid viscous damper time history analysis modelof analysis dampingratio |
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