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Forced response of stiffened plates
Stiffened plates with bridge-type boundary conditions and subjected to a moving constant force, or an unsprung mass, or a sprung mass, are evaluated for their forced response using a finite-element displacement formulation and adopting a step-by-step numerical integration to generate the time-histories of the response quantities. The effects of variation of the essential bridge-vehicle parameters on the response of the system are also comprehensively examined.
Forced response of stiffened plates
Stiffened plates with bridge-type boundary conditions and subjected to a moving constant force, or an unsprung mass, or a sprung mass, are evaluated for their forced response using a finite-element displacement formulation and adopting a step-by-step numerical integration to generate the time-histories of the response quantities. The effects of variation of the essential bridge-vehicle parameters on the response of the system are also comprehensively examined.
Forced response of stiffened plates
Verhalten versteifter Platten unter Last
Belkune, R. (author) / Ramesh, C. (author)
ASME-Papers ; 1-8
1977
8 Seiten, 17 Bilder, 8 Quellen
Conference paper
English
Dynamic response of eccentrically stiffened plates
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