Operational Post Deformation of Cantilever Sign Support Structures from Truck-Induced Wind Gusts

Author:

Hosch Ian E.1,Fouad Fouad H.2,Gallow Mohammed3,Traylor Lonny4

Affiliation:

1. Assistant Professor, Dept. of Civil, Construction and Environmental Engineering, Univ. of Alabama at Birmingham, Hoehn Engineering Building, 1075 13th St. South, Birmingham, AL 35226 (corresponding author).

2. Professor and Chair, Dept. of Civil, Construction and Environmental Engineering, Univ. of Alabama at Birmingham, Hoehn Engineering Building, 1075 13th St. South, Birmingham, AL 35226.

3. Doctor of Philosophy Graduate Student, Dept. of Civil, Construction and Environmental Engineering, Univ. of Alabama at Birmingham, Hoehn Engineering Building, 1075 13th St. South, Birmingham, AL 35226.

4. Civil Engineering Graduate, Alabama Dept. of Transportation, Bankhead Highway West, Birmingham, AL 35204.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Baptista M. Mendes P. Campos Costa A. Sousa Oliveira C. Afilhado A. and Silva P. (2004). “Use of ambient vibration testing for modal evaluation of a 16 floor reinforced concrete building in Lisbon Portugal.” Proc. 13th World Conf. Earthquake Engineering Canadian Association for Earthquake Engineering Vancouver Canada.

2. Batel M. (2002). “Operational modal analysis—Another way of doing modal testing.” Sound and Vibration Magazine Aug 22–27.

3. Brincker R. Zhang L. and Andersen P. (2000). “Modal identification from ambient responses using frequency domain decomposition.” Proc. IMAC-XVIII Conf. Structural Dynamics A. L. Wicks and D. J. DeMichele eds. Society for Experimental Mechanics Bethel CT 625–630.

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