Seismic performance analysis of concrete-filled steel tubular single pylon cable-stayed bridge with swivel construction

2018 International Conference on Civil, Architecture and Disaster Prevention

土木建筑工程

Xiao, Junhua^1 ; Liu, Miao^2 ; Zhong, Tieyi^1 ; Fu, Guangzhi^1

School of Civil Engineering, Beijing Jiaotong University, Beijing

100044, China^1

China Railway Fifty Survey and Design Institute Group CO. LTD., Beijing

102600, China^2

关键词: Ansys finite elements;    Concrete-filled steel tubular;    Construction process;    Construction stages;    Earthquake excitation;    Finite element analysis model;    Seismic excitations;    Seismic Performance;   

Others  :  https://iopscience.iop.org/article/10.1088/1755-1315/218/1/012087/pdf
DOI  :  10.1088/1755-1315/218/1/012087

学科分类：土木及结构工程学

来源: IOP

【 摘 要 】

For the cable-stayed bridge with swivel construction, due to the need of swivel construction, there is no consolidation between the bottom of the pier and the foundation during the construction process. Once an earthquake occurs, it is easy to cause the overturning of the bridge or the destruction of the bottom turntable. It can cause major safety incidents. In order to study the seismic safety of the single-pylon cable-stayed bridge in the swivel construction, it uses ANSYS finite element analysis software to establish a finite element analysis model for the construction stage of the single pylon cable-stayed bridge based on a certain project in this paper. Through the calculation and analysis of the single-pylon cable-stayed bridge with swivel construction under earthquake excitation, it is found that the locating pin at the center of the ball-end hinge has excessive shearing force under the 6-degree and 7-degree seismic excitation. It will cause the concrete around the pin to be crushed or even the ball joint to be destroyed. In view of the above problems, it proposes the seismic measures for arranging anchor rods at the edge of the turntable in this study, and calculates and compares the seismic effects of anchoring arrangements with different diameters and different inclination angles. It shows that the solution can significantly reduce the positioning pin shear force and prevent the upper structure from overturning under earthquake from results.