@article{ref1,
title="Modal analysis of a cable-stayed bridge",
journal="Procedia engineering",
year="2012",
author="Wei, Liuchuang and Cheng, Heming and Li, Jianyun",
volume="31",
number="",
pages="481-486",
abstract="The project involved in this paper is a single-tower double-cable-plane bridge, and the gulf nearby the bridge is in a typical typhoon-affected zone. Therefore, modal analysis of the cable-stayed bridge should be carried out. In this paper, based on the structural vibration theory and the theory of finite element model (FEM) , the space FEM model of the cable-stayed bridge are established with APDL -- ANSYS Parametric Design Language. Vibration mode and its frequency can be concluded by the calculating of the cable-stayed bridge's FEM model.<p />",
language="en",
issn="1877-7058",
doi="10.1016/j.proeng.2012.01.1055",
url="http://dx.doi.org/10.1016/j.proeng.2012.01.1055"
}