Increased Damping in Cantilevered Traffic Signal Structures-Reference-Cited by-同舟云学术

Increased Damping in Cantilevered Traffic Signal Structures

Published:2000-04 Issue:4 Volume:126 Page:530-537
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hamilton III H. R.¹²³,Riggs G. S.¹²³,Puckett J. A.¹²³

Affiliation:

1. Asst. Prof. of Civ. Engrg., Dept. of Civ. and Arch. Engrg., Univ. of Wyoming, Laramie, WY 82071.

2. Struct. Engr., Black and Veatch, 11900 East Cornell Ave., Ste. 300, Aurora, CO 80014.

3. Prof. of Civ. Engrg., Dept. of Civ. and Arch. Engrg., Univ. of Wyoming, Laramie, WY.

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%282000%29126%3A4%28530%29

Reference14 articles.

1. Abdel-Rohman M. (1994). “Design of tuned mass dampers for suppression of Galloping in tall prismatic structures.” J. Sound and Vibration 171 289–299.

2. Bapat C. N. and Sankar S. (1985). “Single unit impact damper in free and forced vibration.” J. Sound and Vibration 99 85–94.

3. Hirsch G. H. ( 1994). “Damping measures to control wind-induced vibrations.” CISM courses and lectures no. 335 Wind-excited vibrations of Structures H. Sockel ed. Springer New York 1–50.

4. House J. R. (1989). “Damping hollow tubular structures with `lightweight' viscoelastic spheres.” Rep. BH16 6JU Admiralty Research Establishment Portsmouth England.

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