| Analysis of Structure with Tuned Mass Damper under Earthquake |
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| 引用本文： | YANG You-f,XIE Jun-long,ZHOU Fu-lin. Analysis of Structure with Tuned Mass Damper under Earthquake[J]. 保鲜与加工, 2001, 0(2): 107-110 |
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| 作者姓名： | YANG You-f XIE Jun-long ZHOU Fu-lin |
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| 摘 要： | The analysis of vibration response of structure with TMD is carried out under earthquake ,considering the ground-structure interaction. The varying rule of square difference of displacement of structure with the TMD on or off by changing the first inherent frequency is also presented .It has been proved by comparing and analyzing that a TMDstructure with optimum parameters can efficiently reduce the vibration of structure under strong wind and earthquake,when the main frequency of the ground motion is within the range of TMD vibration reducing frequency.
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| 关 键 词： | earthquake force square difference of displacement tuned mass damping |
| 修稿时间： | 2000-09-17 |
Analysis of Structure with Tuned Mass Damper under Earthquake |
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| YANG You-f,XIE Jun-long,ZHOU Fu-lin. Analysis of Structure with Tuned Mass Damper under Earthquake[J]. Storage & Process, 2001, 0(2): 107-110 |
| |
| Authors: | YANG You-f XIE Jun-long ZHOU Fu-lin |
| |
| Abstract: | The analysis of vibration response of structure with TMD is carried out under earthquake ,considering the ground-structure interaction. The varying rule of square difference of displacement of structure with the TMD on or off by changing the first inherent frequency is also presented .It has been proved by comparing and analyzing that a TMDstructure with optimum parameters can efficiently reduce the vibration of structure under strong wind and earthquake,when the main frequency of the ground motion is within the range of TMD vibration reducing frequency. |
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| Keywords: | earthquake force square difference of displacement tuned mass damping |
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