A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The Dynamic Performance of Single-Tower Self-Anchored Suspension Bridges with Spatial Cable
The main cables of the single tower spatial cable suspension bridge are directly anchored in the stiffening girder. And the main cables are spatial. So there are obvious differeces in dynamic characteristics between it and earth-anchored suspension bridges or plane cable ones. In this paper, a nonlinear finite element model about Dagu River Channel Bridge of Qindao Bay Bridge was established to analyze it's dynamic characteristics. The calculating results show that the modes of the bridge are rational and dense. The main cable anchored in the stiffening beam ends, so that the integral stiffness of the suspension bridge decreases and the natural period becomes longer. The bridge tower is single-pole tower whose lateral stiffness is weaken, so the transverse vibration of the tower appears earlier. There are five cable vibrations in the first ten modes, mainly due to low horizontal stiffness by smaller cable horizontal space.
The Dynamic Performance of Single-Tower Self-Anchored Suspension Bridges with Spatial Cable
The main cables of the single tower spatial cable suspension bridge are directly anchored in the stiffening girder. And the main cables are spatial. So there are obvious differeces in dynamic characteristics between it and earth-anchored suspension bridges or plane cable ones. In this paper, a nonlinear finite element model about Dagu River Channel Bridge of Qindao Bay Bridge was established to analyze it's dynamic characteristics. The calculating results show that the modes of the bridge are rational and dense. The main cable anchored in the stiffening beam ends, so that the integral stiffness of the suspension bridge decreases and the natural period becomes longer. The bridge tower is single-pole tower whose lateral stiffness is weaken, so the transverse vibration of the tower appears earlier. There are five cable vibrations in the first ten modes, mainly due to low horizontal stiffness by smaller cable horizontal space.
The Dynamic Performance of Single-Tower Self-Anchored Suspension Bridges with Spatial Cable
Wang, Yutian (author) / Jiang, Fuxiang (author) / Ma, Zongzhi (author) / Hao, Minglei (author) / Meng, Lingbo (author) / Kou, Hailei (author)
Third International Conference on Transportation Engineering (ICTE) ; 2011 ; Chengdu, China
ICTE 2011 ; 2110-2115
2011-07-13
Conference paper
Electronic Resource
English
DISCUSSIONS - Self-Anchored Suspension Bridges
| Online Contents | 2001
Geometric Nonlinear Analysis of Self-Anchored Cable-Stayed Suspension Bridges
| DOAJ | 2013
Stochastic Aerostatic StabilityAnalysis of Self-Anchored Cable-Stayed Suspension Bridges
| British Library Conference Proceedings | 2012
Living Load Nonlinear Analysis of Self-Anchored Cable-Stayed Suspension Bridges
| Trans Tech Publications | 2010