Effect of vehicle weight on natural frequencies of bridges measured from traffic-induced vibration

Author:

Kim Chul-Young,Jung Dae-Sung,Kim Nam-Sik,Kwon Soon-Duck,Feng Maria Q.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference8 articles.

1. Askegaard V and Mossing P (1988), “Long Term Observation of RC-bridge Using Change in Natural Frequency,”Nordic Concrete Publ., (7).

2. Bendat JS and Piersol AG (1986),Random Data: Analysis and Measurement Procedures, 2nd Edition, John Wiley & Sons.

3. Cioara TG and Alampalli S (2000), “Signal Processing Methods for Bridge Monitoring Systems,”Proc. of the IMAC-XVIII: A Conference on Structural Dynamics, San Antonio, Texas; 1334–1340.

4. Felber AJ, (1993), “Development of a Hybrid Bridge Evaluation System,”Ph. D. Thesis, Dept. of Civil Engineering, University of British Columbia, Vancouver, Canada.

5. Felber AJ and Cantieni R (1996), “Introduction of a New Ambient Vibration Testing System 3 Description of System and Seven Bridge Tests,”Report No. 156 521,EMPA, Switzerland.

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