The Investigation of Structural Behaviors ofCable-Stayed Bridge and Extradosed Bridge withDifferent Heights of Pylon and Combinations ofInternal and External Prestressed Tendons.
碩士 === 中原大學 === 土木工程研究所 === 102 === Abstract This thesis focused on the investigation of structural behaviors of cable-stayed bridge and extradosed bridge with different heights of pylon and combinations of internal and external prestressed tendons. Single tower cable-stayed bridges with different h...
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ndltd-TW-102CYCU50150252015-10-13T23:49:48Z http://ndltd.ncl.edu.tw/handle/89849324235143640638 The Investigation of Structural Behaviors ofCable-Stayed Bridge and Extradosed Bridge withDifferent Heights of Pylon and Combinations ofInternal and External Prestressed Tendons. 探討斜張橋與脊背橋於不同塔高及內、外置預力組合的力學行為 Yi-Yang Tsai 蔡翼陽 碩士 中原大學 土木工程研究所 102 Abstract This thesis focused on the investigation of structural behaviors of cable-stayed bridge and extradosed bridge with different heights of pylon and combinations of internal and external prestressed tendons. Single tower cable-stayed bridges with different heights have been designed and another extradosed bridge with the same geometric shape is studied to compare the structural behaviors and engineering benefits. In this thesis, we used TANGO as software to do the analysis and discuss the cable forces, the moment, axial force, shear forces, vertical displacement of the main deck with different loading combinations. Finally, the safety and benefits of two type of bridges are compared and hope it is helpful for the engineers in the future. Kim-Kuo Jeng 鄭金國 2014 學位論文 ; thesis 120 zh-TW |
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碩士 === 中原大學 === 土木工程研究所 === 102 === Abstract
This thesis focused on the investigation of structural behaviors of
cable-stayed bridge and extradosed bridge with different heights of pylon
and combinations of internal and external prestressed tendons.
Single tower cable-stayed bridges with different heights have been
designed and another extradosed bridge with the same geometric shape is
studied to compare the structural behaviors and engineering benefits.
In this thesis, we used TANGO as software to do the analysis and
discuss the cable forces, the moment, axial force, shear forces, vertical
displacement of the main deck with different loading combinations.
Finally, the safety and benefits of two type of bridges are compared
and hope it is helpful for the engineers in the future.
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author2 |
Kim-Kuo Jeng |
author_facet |
Kim-Kuo Jeng Yi-Yang Tsai 蔡翼陽 |
author |
Yi-Yang Tsai 蔡翼陽 |
spellingShingle |
Yi-Yang Tsai 蔡翼陽 The Investigation of Structural Behaviors ofCable-Stayed Bridge and Extradosed Bridge withDifferent Heights of Pylon and Combinations ofInternal and External Prestressed Tendons. |
author_sort |
Yi-Yang Tsai |
title |
The Investigation of Structural Behaviors ofCable-Stayed Bridge and Extradosed Bridge withDifferent Heights of Pylon and Combinations ofInternal and External Prestressed Tendons. |
title_short |
The Investigation of Structural Behaviors ofCable-Stayed Bridge and Extradosed Bridge withDifferent Heights of Pylon and Combinations ofInternal and External Prestressed Tendons. |
title_full |
The Investigation of Structural Behaviors ofCable-Stayed Bridge and Extradosed Bridge withDifferent Heights of Pylon and Combinations ofInternal and External Prestressed Tendons. |
title_fullStr |
The Investigation of Structural Behaviors ofCable-Stayed Bridge and Extradosed Bridge withDifferent Heights of Pylon and Combinations ofInternal and External Prestressed Tendons. |
title_full_unstemmed |
The Investigation of Structural Behaviors ofCable-Stayed Bridge and Extradosed Bridge withDifferent Heights of Pylon and Combinations ofInternal and External Prestressed Tendons. |
title_sort |
investigation of structural behaviors ofcable-stayed bridge and extradosed bridge withdifferent heights of pylon and combinations ofinternal and external prestressed tendons. |
publishDate |
2014 |
url |
http://ndltd.ncl.edu.tw/handle/89849324235143640638 |
work_keys_str_mv |
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