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...
Main Authors: | , |
---|---|
Other Authors: | |
Format: | Others |
Language: | zh-TW |
Published: |
2007
|
Online Access: | http://ndltd.ncl.edu.tw/handle/24929476538132379856 |
id |
ndltd-TW-095NCTU5015023 |
---|---|
record_format |
oai_dc |
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 |
collection |
NDLTD |
language |
zh-TW |
format |
Others
|
sources |
NDLTD |
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 |
work_keys_str_mv |
AT chiadiyang simulatedanalysesofdynamictestsforextradosedbridges AT yángjiāde simulatedanalysesofdynamictestsforextradosedbridges AT chiadiyang jíbèiqiáodònglìshìyànzhīmónǐfēnxī AT yángjiāde jíbèiqiáodònglìshìyànzhīmónǐfēnxī |
_version_ |
1718279869069000704 |