@article{ref1,
title="Study of Wind-Induced Vibration of Suspenders for Steel Truss Arch Bridges",
journal="Journal of Wuhan University of Technology (Transportation Science and Engineering)",
year="2007",
author="Gao, Ziyou and Li, Louman and Fang, Qin and Wei, Jiuchang",
volume="31",
number="2",
pages="281-284",
abstract="Herein, reviewing suspender style of steel truss arch bridge, analyzing Reynolds number, Strouhal number, structure vibration factor lambda-l of suspender and the influencing degree of suspender's dynamics characteristic to the suspender vibration, under the engineering background of wind-induced vibration on suspender of one steel truss arch bridge. Also bringing forward the identifying method of suspender vortex-induced resonance relative with factor lambda-l and Reynolds number; and the conclusion from the method is consistent with the fact bridge vortex-induced resonance phenomena. The presenting method can identify the wind-induced vibration on suspender of steel truss arch bridge.<p />",
language="",
issn="1006-2823",
doi="",
url="http://dx.doi.org/"
}