%0 Journal Article
%T Modal analysis of a cable-stayed bridge
%J Procedia engineering
%D 2012
%A Wei, Liuchuang
%A Cheng, Heming
%A Li, Jianyun
%V 31
%N 
%P 481-486
%X 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 />
%G en
%I Elsevier Publishing
%@ 1877-7058
%U http://dx.doi.org/10.1016/j.proeng.2012.01.1055