Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Finite Element Analysis and Physical Modeling of a Cable-Stayed Bridge
In order to face up to the traffic congestion problem, many cable-stayed bridges are designed with a large ratio of width to span. This results in significant shear lag effect to cause nonuniform stress distribution along the flanges of the beam. This paper presents a study on the shear lag effect and dynamic properties of the Xiaoxihu Yellow River Bridge. A three-dimensional finite element model of the bridge was developed and Finite Element Analysis (FEA) was performed to obtain the theoretical results. To evaluate the theoretical results, a scaled model was made to conduct both static and dynamic testes in the laboratory. The experiment results are consistent with the results calculated by FEA. It is proved that FEA is an effective method to predict shear lag effect and dynamic properties of bridges of this type.
Finite Element Analysis and Physical Modeling of a Cable-Stayed Bridge
In order to face up to the traffic congestion problem, many cable-stayed bridges are designed with a large ratio of width to span. This results in significant shear lag effect to cause nonuniform stress distribution along the flanges of the beam. This paper presents a study on the shear lag effect and dynamic properties of the Xiaoxihu Yellow River Bridge. A three-dimensional finite element model of the bridge was developed and Finite Element Analysis (FEA) was performed to obtain the theoretical results. To evaluate the theoretical results, a scaled model was made to conduct both static and dynamic testes in the laboratory. The experiment results are consistent with the results calculated by FEA. It is proved that FEA is an effective method to predict shear lag effect and dynamic properties of bridges of this type.
Finite Element Analysis and Physical Modeling of a Cable-Stayed Bridge
Wu, G. (Autor:in) / Zhao, Z. (Autor:in) / Mohsen, J. P. (Autor:in) / Xu, H. (Autor:in)
International Conference on Computing in Civil Engineering 2005 ; 2005 ; Cancun, Mexico
24.06.2005
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Finite Element Analysis and Physical Modeling of a Cable-Stayed Bridge
British Library Conference Proceedings | 2005
|Finite element modeling and modal analysis of Runyang Cable-stayed Bridge
British Library Online Contents | 2006
|Finite Element Modal Analysis of the Cable-Stayed Bridge
British Library Conference Proceedings | 2013
|Finite Element Analysis of Cable-Stayed Bridge with QLJC
British Library Conference Proceedings | 2008
|Structural-Safety-Evaluation-Oriented Finite Element Modeling of Runyang Cable-stayed Bridge
British Library Conference Proceedings | 2007
|