| Autor: |
Wei, Liuchuang, Cheng, Heming, Li, Jianyun |
| Zdroj: |
Procedia Engineering; Jun2012, Vol. 31, p481-486, 6p |
| Abstrakt: |
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. [Copyright &y& Elsevier] |
| Databáze: |
Supplemental Index |
| Externí odkaz: |
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