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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Bibliographic Details
Main Authors:	Yi-Yang Tsai, 蔡翼陽
Other Authors:	Kim-Kuo Jeng
Format:	Others
Language:	zh-TW
Published:	2014
Online Access:	http://ndltd.ncl.edu.tw/handle/89849324235143640638

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record_format	oai_dc
spelling	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
collection	NDLTD
language	zh-TW
format	Others
sources	NDLTD
description	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.
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
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The Investigation of Structural Behaviors ofCable-Stayed Bridge and Extradosed Bridge withDifferent Heights of Pylon and Combinations ofInternal and External Prestressed Tendons.

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