Dynamic Response of Beams Traversed by Two-Axle Loads

by R.K. Wen,


Serial Information: Journal of the Engineering Mechanics Division, 1960, Vol. 86, Issue 5, Pg. 91-112


Document Type: Journal Paper

Abstract: Analysis is based on assumption that dynamic deflection is proportional to static deflection due to weights of beam and loads; numerical results show quasi resonance effects due to successive applications of loads and to wavy beam surfaces.

Subject Headings: Dynamic loads | Beams | Displacement (mechanics) | Static loads | Dynamic structural analysis | Numerical analysis | Resonance

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