Simulated analyses of dynamic tests for extra-dosed bridges

碩士 === 國立交通大學 === 土木工程系所 === 95 === Extra-dosed bridges have been used in Taiwan where earthquakes occur frequently. It is necessary to investigate the dynamic properties of extra-dosed bridges in depth. The main purposes of the work are to determine the dynamic properties of extra dosed bridges fro...

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Bibliographic Details
Main Authors: CHIA-DI YANG, 楊加地
Other Authors: C. S. Huang
Format: Others
Language:zh-TW
Published: 2007
Online Access:http://ndltd.ncl.edu.tw/handle/24929476538132379856
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spelling ndltd-TW-095NCTU50150232016-05-25T04:13:41Z http://ndltd.ncl.edu.tw/handle/24929476538132379856 Simulated analyses of dynamic tests for extra-dosed bridges 脊背橋動力試驗之模擬分析 CHIA-DI YANG 楊加地 碩士 國立交通大學 土木工程系所 95 Extra-dosed bridges have been used in Taiwan where earthquakes occur frequently. It is necessary to investigate the dynamic properties of extra-dosed bridges in depth. The main purposes of the work are to determine the dynamic properties of extra dosed bridges from its simulated responses of dynamic tests. This thesis includes three subjects : (1) to determine the predominant period of the site where the extra-dosed bridge will be built from the ambient vibration responses of the ground;(2) to identify the model parameters of the extra-dosed bridge under consideration from its simulated earthquake responses, which are computed by the commercial finite element package SAP2000;(3) to estimate the dynamic amplification factors of the bridge from its simulated responses under different traffic loads. C. S. Huang 黃炯憲 2007 學位論文 ; thesis 243 zh-TW
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description 碩士 === 國立交通大學 === 土木工程系所 === 95 === Extra-dosed bridges have been used in Taiwan where earthquakes occur frequently. It is necessary to investigate the dynamic properties of extra-dosed bridges in depth. The main purposes of the work are to determine the dynamic properties of extra dosed bridges from its simulated responses of dynamic tests. This thesis includes three subjects : (1) to determine the predominant period of the site where the extra-dosed bridge will be built from the ambient vibration responses of the ground;(2) to identify the model parameters of the extra-dosed bridge under consideration from its simulated earthquake responses, which are computed by the commercial finite element package SAP2000;(3) to estimate the dynamic amplification factors of the bridge from its simulated responses under different traffic loads.
author2 C. S. Huang
author_facet C. S. Huang
CHIA-DI YANG
楊加地
author CHIA-DI YANG
楊加地
spellingShingle CHIA-DI YANG
楊加地
Simulated analyses of dynamic tests for extra-dosed bridges
author_sort CHIA-DI YANG
title Simulated analyses of dynamic tests for extra-dosed bridges
title_short Simulated analyses of dynamic tests for extra-dosed bridges
title_full Simulated analyses of dynamic tests for extra-dosed bridges
title_fullStr Simulated analyses of dynamic tests for extra-dosed bridges
title_full_unstemmed Simulated analyses of dynamic tests for extra-dosed bridges
title_sort simulated analyses of dynamic tests for extra-dosed bridges
publishDate 2007
url http://ndltd.ncl.edu.tw/handle/24929476538132379856
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AT yángjiāde jíbèiqiáodònglìshìyànzhīmónǐfēnxī
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