Shaking Table Tests of a Storage Tank Isolated with FPS
碩士 === 國立交通大學 === 土木工程系 === 89 === In this study, a series of shaking table tests of a storage tank isolated with FPS has been carried out. The feasibility of using the friction pendulum systems for seismic isolation of storage tanks is confirmed, and adequacy of the proposed analytical m...
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ndltd-TW-089NCTU00150142016-01-29T04:27:57Z http://ndltd.ncl.edu.tw/handle/23671064627178571692 Shaking Table Tests of a Storage Tank Isolated with FPS FPS隔震儲存槽之振動台試驗 Kuo-Whie Chung 鍾國懷 碩士 國立交通大學 土木工程系 89 In this study, a series of shaking table tests of a storage tank isolated with FPS has been carried out. The feasibility of using the friction pendulum systems for seismic isolation of storage tanks is confirmed, and adequacy of the proposed analytical model verified. Experimental results indicate that the friction pendulum bearing system provides effective seismic protection to the storage tank consistently under all types of earthquakes tested. It is found that the stronger the earthquake, the more pronounced the isolation effect, while higher storage level implies better isolation performance. Moreover, numerical simulations using the proposed hybrid structural-hydrodynamic model based on a rigid tank assumption show very good agreement with the test results, indicating sufficiency of this scheme in predicting the highly nonlinear structural-hydrodynamics of seismic sliding tanks. Yen-Po Wang 王彥博 2001 學位論文 ; thesis 231 zh-TW |
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碩士 === 國立交通大學 === 土木工程系 === 89 === In this study, a series of shaking table tests of a storage tank isolated with FPS has been carried out. The feasibility of using the friction pendulum systems for seismic isolation of storage tanks is confirmed, and adequacy of the proposed analytical model verified. Experimental results indicate that the friction pendulum bearing system provides effective seismic protection to the storage tank consistently under all types of earthquakes tested. It is found that the stronger the earthquake, the more pronounced the isolation effect, while higher storage level implies better isolation performance. Moreover, numerical simulations using the proposed hybrid structural-hydrodynamic model based on a rigid tank assumption show very good agreement with the test results, indicating sufficiency of this scheme in predicting the highly nonlinear structural-hydrodynamics of seismic sliding tanks.
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author2 |
Yen-Po Wang |
author_facet |
Yen-Po Wang Kuo-Whie Chung 鍾國懷 |
author |
Kuo-Whie Chung 鍾國懷 |
spellingShingle |
Kuo-Whie Chung 鍾國懷 Shaking Table Tests of a Storage Tank Isolated with FPS |
author_sort |
Kuo-Whie Chung |
title |
Shaking Table Tests of a Storage Tank Isolated with FPS |
title_short |
Shaking Table Tests of a Storage Tank Isolated with FPS |
title_full |
Shaking Table Tests of a Storage Tank Isolated with FPS |
title_fullStr |
Shaking Table Tests of a Storage Tank Isolated with FPS |
title_full_unstemmed |
Shaking Table Tests of a Storage Tank Isolated with FPS |
title_sort |
shaking table tests of a storage tank isolated with fps |
publishDate |
2001 |
url |
http://ndltd.ncl.edu.tw/handle/23671064627178571692 |
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