Seismic Behavior of Structures with Passive Tuned Mass Damper
碩士 === 國立臺灣大學 === 土木工程學研究所 === 95 === This thesis reviews the passive tuned mass damper design methods and seismic performance under structures yield. The results of shaking table test which is a 3 story steel frame equipped bilinear-elastic tuned mass damper are proposed. The EL Centro and TCU129 e...
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ndltd-TW-095NTU050150662015-12-07T04:04:11Z http://ndltd.ncl.edu.tw/handle/41079979533761226129 Seismic Behavior of Structures with Passive Tuned Mass Damper 含被動調諧質量阻尼器結構之耐震行為研究 Chiu-Wen Wang 王秋文 碩士 國立臺灣大學 土木工程學研究所 95 This thesis reviews the passive tuned mass damper design methods and seismic performance under structures yield. The results of shaking table test which is a 3 story steel frame equipped bilinear-elastic tuned mass damper are proposed. The EL Centro and TCU129 excitations are used for the test. Summarizing the results of a parametric study performed to understand some important characteristics of passive tuned mass damper. The effect of structures equipped three different passive tuned mass damper while prime structures before and after yield. The contribution of the equivalent damping ratio which is from the linear optimal passive tuned mass damper for a SDOF structure before and after prime structure yield. Using the substitute structure approach, the evaluation of seismic performance of structures with passive tuned mass damper is proposed, and the results are verified by dynamic inelastic time history analyses. 張國鎮 2007 學位論文 ; thesis 175 zh-TW |
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碩士 === 國立臺灣大學 === 土木工程學研究所 === 95 === This thesis reviews the passive tuned mass damper design methods and seismic performance under structures yield. The results of shaking table test which is a 3 story steel frame equipped bilinear-elastic tuned mass damper are proposed. The EL Centro and TCU129 excitations are used for the test. Summarizing the results of a parametric study performed to understand some important characteristics of passive tuned mass damper. The effect of structures equipped three different passive tuned mass damper while prime structures before and after yield. The contribution of the equivalent damping ratio which is from the linear optimal passive tuned mass damper for a SDOF structure before and after prime structure yield. Using the substitute structure approach, the evaluation of seismic performance of structures with passive tuned mass damper is proposed, and the results are verified by dynamic inelastic time history analyses.
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author2 |
張國鎮 |
author_facet |
張國鎮 Chiu-Wen Wang 王秋文 |
author |
Chiu-Wen Wang 王秋文 |
spellingShingle |
Chiu-Wen Wang 王秋文 Seismic Behavior of Structures with Passive Tuned Mass Damper |
author_sort |
Chiu-Wen Wang |
title |
Seismic Behavior of Structures with Passive Tuned Mass Damper |
title_short |
Seismic Behavior of Structures with Passive Tuned Mass Damper |
title_full |
Seismic Behavior of Structures with Passive Tuned Mass Damper |
title_fullStr |
Seismic Behavior of Structures with Passive Tuned Mass Damper |
title_full_unstemmed |
Seismic Behavior of Structures with Passive Tuned Mass Damper |
title_sort |
seismic behavior of structures with passive tuned mass damper |
publishDate |
2007 |
url |
http://ndltd.ncl.edu.tw/handle/41079979533761226129 |
work_keys_str_mv |
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