Parameter Analysis of Vehicle-Bridge Coupling of Half through CFST Arch Bridge due to Vehicle

Xu Fei Xie; Ji Wu Ding

doi:10.4028/www.scientific.net/KEM.574.31

Paper Titles

Preface

Cracking Control for Diaphragm of Long-Span Prestressed Concrete Box Girder Bridge at the Early Age
p.1

Rapid Assessment Method of Girder Bridge Carrying Capacity Based on Traffic Running Test
p.11

Prospect Analysis of the Application of BFRP Bar to Bridges
p.21

Parameter Analysis of Vehicle-Bridge Coupling of Half through CFST Arch Bridge due to Vehicle
p.31

Design on Dynamic Performance of Highway Bridges to Moving Vehicular Loads
p.43

Dynamic and Mitigation Analysis of Seismic Pounding Effect on Multi-Span Highway Bridges Subjected to Spatial Earthquakes
p.53

Modified Damage Assessment and Repair Design for Underpass Bridge Based on Fire Effect
p.67

Reliability Prediction of Bridges Based on Monitored Data and Bayesian Dynamic Models
p.77

HomeKey Engineering MaterialsKey Engineering Materials Vol. 574Parameter Analysis of Vehicle-Bridge Coupling of...

Parameter Analysis of Vehicle-Bridge Coupling of Half through CFST Arch Bridge due to Vehicle

Abstract:

As a new structure type, arch bridge of concrete filled steel tube (CFST) has many merits and unique dynamic characteristics. Some present researches indicate that the CFST arch bridge has obvious impact effect, but the research on its dynamic performance due to vehicle is relative backward. In this paper, power spectral density function is selected to simulate the roughness of pavement, the dynamic equation of vehicle-bridge is built with seven degrees of freedom vehicle model. Based on separated iterative method, the parameters’ influence of CFST arch bridge on dynamic performance due to vehicle is carried out systematically. The analysis results are useful and helpful for the design theory of impact effect of CFST arch bridge.

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Periodical:

Key Engineering Materials (Volume 574)

Pages:

31-41

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.574.31

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Online since:

September 2013

Authors:

Xu Fei Xie, Ji Wu Ding

Keywords:

Concretefilled Steel Tube Arch Bridge, Coupled Vibration, Impact Effect, Sensitive Analysis

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References

[1] Dongzhou Huang, Vehicles vibration on concrete filled steel tubular arch bridges[C]. The 15th Proceedings of the National Conference on Bridge Engineering. Shanghai: Tongji University Press, 2002: 469-475.(in Chinese)

Google Scholar

[2] Shijie Xu, Yuanfeng Wang, Study on Dynamic Interaction of Concrete Filled Steel Tubular Arch-Bridge with Vehicles[J]. Journal of Harbin University of C.E. & Architecture, 1999,32(3):50-55. (in Chinese)

Google Scholar

[3] Zhigang Yan, Hongfei Sheng, Yanjiang Chen, Effects of bridge deck roughness on vibration of long-span concrete filled steel tube arch bridges due to vehicles[J]. China Journal of Highway and Transport, 2004, 17(4):41~44. (in Chinese)

Google Scholar

[4] General Code for Design of Highway Bridges and Culverts(JTG D60-2004), China Communications Press, 2004. (in Chinese)

Google Scholar

[5] ISO-8608. Mechanical vibration-Road Surface Profiles-Reporting of Measured Data, 1995(E).

Google Scholar

[6] Zhisheng Xu. Automobile Dynamics: Volume B. China Communications Press, 1994.

Google Scholar

[7] I.M.SMITH, D.V. Griffiths. Programming the Finite Element Method(Third Edition)[M]. Publishing House of Electronics Industry, 2003:15~40.

Google Scholar

[8] Guohao Li. Stability and Vibration of Bridge Structures[M]. China Railway Press, 2002:252~366. (in Chinese)

Google Scholar