| 高层建筑顶部隔震体系减震浅析 |
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| 引用本文： | 崔路苗.高层建筑顶部隔震体系减震浅析[J].晋城职业技术学院学报,2010,3(5):81-83. |
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| 作者姓名： | 崔路苗 |
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| 作者单位： | 长治职业技术学院,山西,长治,046000 |
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| 摘 要： | 文章通过对基于集中质量模型的两质点体系的理论和计算,分析了高层建筑顶部层间隔震结构的减震原理。另外,分析了基于集中质量模型的多质点体系,对前面的两质点的结论进行验证,得出了影响高层隔震减震结构体系减震效果的主要因素。
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| 关 键 词： | 顶部层间隔震 TMD效应 重力荷载比 周期比 减震 |
A Brief Analysis on Earthquake Response Reduction of High-rise Structures with Isolated Systems on the Top |
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| CUI Lu-miao.A Brief Analysis on Earthquake Response Reduction of High-rise Structures with Isolated Systems on the Top[J].Journal of Jincheng Institute of Technology,2010,3(5):81-83. |
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| Authors: | CUI Lu-miao |
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| Institution: | CUI Lu-miao (Changzhi Vocational and Technical College,Changzhi,Shanxi 046000,China) |
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| Abstract: | Starting from the theory and computing of two freedom degree system of a concentrated mass model,the paper analyzes isolated structure vibration reduction theory of the upper floor of the high building and the multi-degree freedom system based on lumped mass model,which tests the conclusion of two freedom degree. And the paper summarizes the main factors influencing earthquake-response-reduction structure of high building. |
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| Keywords: | upper floor vibration isolation TMD effect gravity load ratio period ratio earthquake response reduction |
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