Abstract
This paper presents a numerical simulation for determining dynamic responses of coupled vehicle-cable stayed bridge systems under gust wind in the time domain. Road vehicles are idealised as a combination of a number of rigid bodies connected by a series of springs and dampers. A cablestayed bridge is modeled using the conventional finite element approach taking into account geometric nonlinearity. The wind forces acting on the bridge include steady-state wind forces, buffeting forces and self-exciting forces. The wind forces acting on the vehicle are expressed as a function of aerodynamic parameters obtained from wind tunnel tests. The equations of motion of coupled vehiclebridge systems under gust wind are then established using a fully computerised approach. The application to a real long span cable stayed bridge with a group of moving road vehicles under gust wind demonstrates that the proposed method and the associated computer program can efficiently predict dynamic responses of coupled vehicle-cable stayed bridge under gust wind.
Original language | English |
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Pages (from-to) | 1546-1552 |
Number of pages | 7 |
Journal | Proceedings of SPIE - The International Society for Optical Engineering |
Volume | 4753 II |
Publication status | Published - 1 Jan 2002 |
Event | Proceedings of IMAC-XX: A Conference on Structural Dynamics - Los Angeles, CA, United States Duration: 4 Feb 2002 → 7 Feb 2002 |
ASJC Scopus subject areas
- Electrical and Electronic Engineering
- Condensed Matter Physics