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The Length Optimization of Non-Stayed Cable Segment to Low-Pylon Cable-Stayed Bridge
In this paper, combined with the background engineering, according to the cable-stayed bridge's design theory, through the adjustment of cable force to change the structure's internal force by using the big general finite element method software which is named Midas/Civil, and then analyzed the related parameters affecting to structural internal force and distortion, which obtained the reasonable length of non-stayed cable segment to this kind of bridge.
The Length Optimization of Non-Stayed Cable Segment to Low-Pylon Cable-Stayed Bridge
In this paper, combined with the background engineering, according to the cable-stayed bridge's design theory, through the adjustment of cable force to change the structure's internal force by using the big general finite element method software which is named Midas/Civil, and then analyzed the related parameters affecting to structural internal force and distortion, which obtained the reasonable length of non-stayed cable segment to this kind of bridge.
The Length Optimization of Non-Stayed Cable Segment to Low-Pylon Cable-Stayed Bridge
Applied Mechanics and Materials ; 274 ; 490-495
11.01.2013
6 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
The Length Optimization of Non-Stayed Cable Segment to Low-Pylon Cable-Stayed Bridge
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