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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.
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.
Dynamic response of beams traversed by two-axle loads
ASCE -- Proc (J Eng Mechanics Div)
Wen, R.K. (Autor:in)
1960
21 pages
Aufsatz (Zeitschrift)
Englisch
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