Affiliation:
1. State Key Laboratory of Mountain Bridge and Tunnel Engineering, Chongqing Jiaotong University, Chongqing 400074, China
2. Mountain Bridge and Materials Engineering Research Center of Ministry of Education, Chongqing Jiaotong University, Chongqing 400074, China
3. Hebei Petroleum University of Technology, Hebei 067000, China
Abstract
The dynamic characteristics are closely linked to the seismic stability and wind-resistant of the bridge. But different bridge types have different dynamic characteristics. In order to study the dynamic characteristics of a double-pylon cable-stayed bridge with a single-cable plane and steel truss girder whose main span is the longest in the world, the dynamic load test was done, and the finite element and the subspace iteration methods were used to analyze the vibration mode of the bridge. The influence of different structural parameters on the dynamic characteristics of the bridge was analyzed. The changed structural parameters are cable layout, stiffness of steel truss girder, stiffness of stayed cables, stiffness of pylons, the concentration of dead load, number and location of auxiliary piers, and structural system. The results show that the bending and torsion resistance of the double-pylon cable-stayed bridge with a single-cable plane and steel truss girder is weak. The torsional stiffness of the cable-stayed bridge with a double-cable plane is stronger than that of the cable-stayed bridge with a single-cable plane. The seismic stability and wind-resistant of the bridge can be improved by using light dead load, improving the stiffness of pylon and girder, and adding auxiliary piers scientifically. However, the change of cable stiffness has a complex influence on the dynamic characteristics of the bridge. The conclusion can offer references for the construction, maintenance, and design of the same type of bridges.
Funder
National Natural Science Foundation of China
Subject
Civil and Structural Engineering
Reference37 articles.
1. Train-induced dynamic behavior analysis of longitudinal girder in cable-stayed bridge;D. H. Yang;Smart Structures and Systems,2018
2. Buffeting Response of Cable-Stayed Bridge during Construction under Skew Winds and Pylon Interference
3. Frequency characteristics of railway bridge response to moving trains with consideration of train mass
4. Study on dynamic characteristics of train-bridge coupling based on wireless sensor network;N. Deng;Journal of Internet Technology,2019
5. Identification of some dynamic characteristics of a bridge structure;D. Kuchárová;Procedia Engineering,2017
Cited by
9 articles.
订阅此论文施引文献
订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献