Dynamic Assessment about Simple-Supported Girder Bridge

Wei Zhao Li; Zong Lin Wang; Da Wei Sun

doi:10.4028/www.scientific.net/AMM.105-107.1272

Paper Titles

Reliability Analysis of RC Freely Supported Beam Bridge with Intermediate State and Failure-Dependence
p.1255

Prediction of Free Edge Stresses in Laminate Systems Using Multi-Dimensional Method Based on Higher-Order Modeling
p.1260

Calculation of Hongdu Bridge Foundation Construction
p.1264

Numerical Investigation and Structural Analysis on the Springing Joint of a Steel Truss Arch Bridge
p.1268

Dynamic Assessment about Simple-Supported Girder Bridge
p.1272

Research on Ground Settlement due to EPB Shield
p.1276

Study on Forecasting the OD Volume of Railway Luggage and Parcel
p.1280

Wheel-Rail Contact Point Calculation of Flexible Wheelset Base on Wheel-Rail Contact Line Method
p.1284

Application of Semi-analytical Method in Transient Thermal Field of Pavement Structures
p.1289

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 105-107Dynamic Assessment about Simple-Supported Girder...

Dynamic Assessment about Simple-Supported Girder Bridge

Abstract:

The objective of this study is to introduce a dynamic assessment method about simple-supported girder bridge .This paper introduces the dynamic test contents, test methods, test results and the assessment index. The dynamic tests included ambient vibration tests which were used to identify the bridge modal parameters and forced vibration tests based on controlled traffic loads which were used to obtain the and vibratory response. The analytical results showed that the dynamic performance was in good condition and the bridge had great potential of carrying capacity. This method provided effective means for the assessment of the existing simple-supported girder bridge.

You might also be interested in these eBooks

Vibration, Structural Engineering and Measurement I

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 105-107)

Pages:

1272-1275

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.105-107.1272

Citation:

Cite this paper

Online since:

September 2011

Authors:

Wei Zhao Li, Zong Lin Wang, Da Wei Sun

Keywords:

Assessment, Dynamic Characteristic, Impact Factor, Simple-Supported Girder Bridge

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Ministry of Transport of the People's Republic of China. General Code for Design of Highway Bridge and Culverts(JTJ021-89). China Communications Press(1989, in Chinese).

Google Scholar

[2] Ladislav Fryba: Dynamics of Railway Bridge(Co-published with Thomas Telford Ltd, England 1996).

Google Scholar

[3] Zhang Junping: Qiaoliang Jiance(China Communications Press, China 2002)(in Chinese).

Google Scholar

[4] H. Xia, N. Zhang: Dynamic Interaction of Vehicle and Structures ( Science Press, China 2005) (in Chinese).

Google Scholar

[5] Q.X. Wu, W.P. Wang and B.C. Chen: Journal of Highway and Transportation Research and Development, Vol. 27 (2010) No. 4, pp.44-50(in Chinese).

Google Scholar

[6] M. H: China Civil Engineering Journal, Vol. 30 (1997) No. 6, pp.12-17(in Chinese).

Google Scholar

[7] Z.H. Zong, C.L. Lai and Z.H. Zai: Earthquake Engineering and Engineering Vibration, Vol. 26 (2006) No. 1, pp.71-77(in Chinese).

Google Scholar