The development of fatigue design load ranges for cantilevered sign and signal support structures

Author:

Johns Kevin W.,Dexter Robert J.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference17 articles.

1. H.P. Irwin, M. Peeters, An investigation of the aerodynamic stability of slender sign bridges, Calgary, National Research Council Canada, National Aeronautical Establishment, July 1980.

2. M. Novak, Aeroelastic galloping of prismatic bodies, J. Eng. Mech. Div. ASCE 95 (EM1) (1969).

3. J.P. Den Hartog, Mechanical Vibrations, 4th ed., McGraw-Hill, New York, NY, 1956.

4. M. Novak, Galloping oscillations of prismatic structures, J. Eng. Mech. Div. ASCE 98 (EM1) (1972).

5. J.R. McDonald, et al., Wind load effects on signals, luminaires and traffic signal structures, Report 1303-1F, Wind Engineering Research Center, Texas Tech University, Lubbock, TX, 1995.

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