Horizontally Curved Bridges Subject to Moving Loadsby Paul P. Christiano,
Charles G. Culver,
Serial Information: Journal of the Structural Division, 1969, Vol. 95, Issue 8, Pg. 1615-1643
Document Type: Journal Paper
The analysis of the dynamic response of single span, horizontally curved bridges subject to moving forcing systems comprised of sprung and unsprung mass components is described. The bridge is considered to be a continuous, elastic system of thin-walled open cross section. An exact solution to the governing partial differential equations is obtained in the form of an infinite series. The solution is programmed on a digital computer, and a comparison is made between the computed and measured response of a laboratory model. The effect of the mass and velocity of the load upon the dynamic displacements and upon bending and twisting moments is analyzed.
Subject Headings: Curvature | Load factors | Moving loads | Bridges | Dynamic loads | Bridge components | Dynamic analysis | Computer models | Bridge tests | Dynamic response | Dynamic structural analysis
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