Damping in Cantilevered Traffic Signal Structures under Forced Vibration-Reference-Cited by-同舟云学术

Damping in Cantilevered Traffic Signal Structures under Forced Vibration

Published:2003-03 Issue:3 Volume:129 Page:373-382
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

McManus P. S.¹,Hamilton H. R.²,Puckett J. A.³

Affiliation:

1. Structural Engineer, Martin/Martin, Inc., 4251 Kipling, P.O. Box 4001, Wheat Ridge, CO 80034.

2. Professor of Civil Engineering, Dept. of Civil and Architectural Engineering, Univ. of Wyoming, P.O. Box 3295, Laramie, WY 82071.

3. Associate Professor of Civil Engineering, Dept. of Civil & Coastal Engineering, Univ. of Florida, 124 Yon Hall, Box 116580, Gainesville, FL 32611-2083.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A3%28373%29

Reference9 articles.

1. ON IMPACT DAMPERS FOR NON-LINEAR VIBRATING SYSTEMS

2. Cook T.A. Bloomquist D. Kalajian M.A. and Cannon V.A. (1998). “Mechanical damping systems for traffic signal mast arms.” Structures and Materials Research Rep. No. 98-6 Univ. of Florida Gainesville Fla.

3. Gray Brian (1999) “Fatigue effects on traffic signal structures.” Thesis Univ. of Wyoming Laramie Wyo.

4. Increased Damping in Cantilevered Traffic Signal Structures

5. Kaczinski M.R. Dexter R.J. and Van Dien J.P. (1996). “Fatigue-resistant design of cantilevered signal sign and light supports.” ATLSS Engineering Research Center NCHRP 10-38 Lehigh Univ. Bethlehem Pa. 252.

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