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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Main Authors: Kuo-Whie Chung, 鍾國懷
Other Authors: Yen-Po Wang
Format: Others
Language:zh-TW
Published: 2001
Online Access:http://ndltd.ncl.edu.tw/handle/23671064627178571692
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spelling 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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description 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.
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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