Modified Formula of Estimating Fundamental Frequency of Girder Bridge with Uniform Cross-Section

Qing Fei Gao; Zong Lin Wang; Yang Liu; Bin Qiang Guo

doi:10.4028/www.scientific.net/AEF.5.177

Paper Titles

A New Combination Method of Temperature and Vehicle Load Effects Based on SHM Data
p.157

Reinforcing the Bridges in Tunnel Excavation Region by Using a Method Combining Jacking Superstructure and Grouting Substructure
p.162

The Effect Analysis of Wind Load on Vehicle-Bridge Coupled Dynamic Behavior
p.167

Error Analysis and Amendment Technology of Vibration Wire Strain Sensors
p.173

Modified Formula of Estimating Fundamental Frequency of Girder Bridge with Uniform Cross-Section
p.177

Dynamic Characteristics and Seismic Response Analysis of Self-Anchored Suspension Bridge
p.183

Study on Suspender’s Fatigue Performance of Half-through CFST Arch Bridge due to Vehicular Loads
p.189

State-of-the Art and Practice of Concrete Structures Reinforced with FRP Bars
p.195

Dynamic Response Analysis of Half-through CFST Arch Bridges Affected by Crossbeams Setting
p.201

HomeAdvanced Engineering ForumAdvanced Engineering Forum Vol. 5Modified Formula of Estimating Fundamental...

Modified Formula of Estimating Fundamental Frequency of Girder Bridge with Uniform Cross-Section

Abstract:

Based on present research, there is a big difference between the estimation of the first frequency of Girder Bridge obtained by the design code of bridges, issued by department of transportation of China in 2004, and the theoretical value in some cases. To overcome above issue, theoretical analysis combined with numerical simulation was applied to estimate the fundamental frequency of Girder Bridge with uniform cross-section. The effect of the ratio between side span and central span on the estimating fundamental frequency was discussed in detail. Finally, an improved method was proposed to estimate the first frequency of Girder Bridge, and the effectiveness of the proposed method was verified.

By email View Pdf

You have full access to the following eBook

Advances in Intelligent Transportation System and Technology

Read eBook

Info:

Periodical:

Advanced Engineering Forum (Volume 5)

Pages:

177-182

DOI:

https://doi.org/10.4028/www.scientific.net/AEF.5.177

Citation:

Cite this paper

Online since:

July 2012

Authors:

Qing Fei Gao, Zong Lin Wang, Yang Liu, Bin Qiang Guo

Keywords:

Estimation of Fundamental Frequency, Girder Bridge, Natural Vibration

Export:

RIS, BibTeX

Permissions:

Creative Commons CC BY 4.0

Citation:

References

[1] T.J. Memory, D.P. Thambiratnam, G.H. Brameld, Free vibration analysis of bridges, J. Engineering Structure. 17(1995) 705-713.

DOI: 10.1016/0141-0296(95)00037-8

Google Scholar

[2] Department of the transport of P R China, General code for design of highway bridges and culverts, S. China Communication Press, Beijing, 2004, pp.83-84.

Google Scholar

[3] Anil K. Chopra, Dynamics of Structures — Theory and Applications to Earthquake Engineering (third edition), M. Tsinghua University Press, Beijing, 2009, pp.629-630.

Google Scholar