A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Research on Horizontal Scheme for Multi-Pylon Cable-Stayed Bridge
Longitudinal assembled stiffness is the biggest problem for multi-pylon cable-stayed bridge. The longitudinal displacement and midspan deflection could be effectively controlled by setting horizontal cable at the top of pylon of multi-pylon cable-stayed bridge. This paper obtains the area and the cable force change formula of the horizontal cable through simplified model analysis of the mechanical behavior of setting horizontal cable at the top of pylon. The comparative analysis is performed by application of finie element model to discuss the effect of setting horizontal cable at the top of pylon of multi-pylon cable-stayed bridge.
Research on Horizontal Scheme for Multi-Pylon Cable-Stayed Bridge
Longitudinal assembled stiffness is the biggest problem for multi-pylon cable-stayed bridge. The longitudinal displacement and midspan deflection could be effectively controlled by setting horizontal cable at the top of pylon of multi-pylon cable-stayed bridge. This paper obtains the area and the cable force change formula of the horizontal cable through simplified model analysis of the mechanical behavior of setting horizontal cable at the top of pylon. The comparative analysis is performed by application of finie element model to discuss the effect of setting horizontal cable at the top of pylon of multi-pylon cable-stayed bridge.
Research on Horizontal Scheme for Multi-Pylon Cable-Stayed Bridge
Advanced Materials Research ; 446-449 ; 1217-1220
2012-01-24
4 pages
Article (Journal)
Electronic Resource
English
Research on Horizontal Scheme for Multi-Pylon Cable-Stayed Bridge
| British Library Conference Proceedings | 2012
Research on Horizontal Scheme for Multi-Pylon Cable-Stayed Bridge
| Tema Archive | 2012
Mechanical Behavior of Multi-Pylon Steel Cable-Stayed Bridge
| Trans Tech Publications | 2015
| Trans Tech Publications | 2011
The Length Optimization of Non-Stayed Cable Segment to Low-Pylon Cable-Stayed Bridge
| British Library Online Contents | 2013