Experimental and Analytical Modal Analysis of Steel Arch Bridge

Author:

Ren Wei-Xin1,Zhao Tong2,Harik Issam E.3

Affiliation:

1. Professor, Dept. of Civil Engineering, Fuzhou Univ., Fuzhou, Fujian Province, People’s Republic of China; and, Professor, Dept. of Civil Engineering, Central South Univ., Changsha, Hunan Province, People’s Republic of China.

2. Professor, Dept. of Civil Engineering, Tianjin Univ., Tianjin, People’s Republic of China; presently, Visiting Professor, Kentucky Transportation Center and Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506-0281.

3. Professor, Dept. of Civil Engineering, Univ. of Kentucky, Lexington, KY 40506-0281.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Ambient Vibration Studies of Golden Gate Bridge: I. Suspended Structure

2. Andersen P. Brincker R. and Kirkegaard P. H. (1996). “Theory of covariance equivalent ARMAV models of civil engineering structures.” Proc. IMAC14 the 14th Int. Modal Analysis Conf. Dearborn Mich. 518–524.

3. Bendat J. S. and Piersol A. G. (1993). Engineering applications of correlation and spectral analysis 2nd Ed. Wiley New York.

4. De Roeck G. and Peeters B. (1999). “Modal analysis on civil engineering constructions.” MACEC2.0 Dept. of Civil Engineering Catholic Univ. of Leuven Leuven Belgium.

5. De Roeck G. Peeters B. and Ren W. X. (2000). “Benchmark study on system identification through ambient vibration measurements.” Proc. IMAC-XVIII the 18th Int. Modal Analysis Conf. San Antonio 1106–1112.

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