Zobrazeno 1 - 10
of 98
pro vyhledávání: '"Raúl E. Rossi"'
Autor:
Diana Virginia Bambill, Raúl E. Rossi, Daniel H. Felix, Alejandro R. Ratazzi, Carlos Adolfo Rossit
Publikováno v:
Meccanica. 48:1289-1311
In the present paper the Differential Quadrature Method, DQM, and the domain decomposition are used to carry out the free transverse vibration analysis of non-uniform multi-span rotating Timoshenko beams with perfect and not perfect boundary conditio
Publikováno v:
Structural Engineering and Mechanics. 40:637-654
The present paper studies the variation of the natural frequencies and mode shapes of rectangular plates carrying a three degree-of-freedom spring-mass system (subsystem), when the subsystem changes (stiffness, mass, moment of inertia, location). An
Publikováno v:
Structural Engineering and Mechanics. 34:231-245
Vibration analysis of rotating beams is a topic of constant interest in mechanical engineering. The differential quadrature method (DQM) is used to obtain the natural frequencies of free transverse vibration of rotating beams. As it is known the DQM
Autor:
Raúl E. Rossi, Daniel H. Felix, Patricio A. A. Laura, Diana Virginia Bambill, Carlos Adolfo Rossit
Publikováno v:
Ocean Engineering. 30:955-963
The present work arose from the need of repairing steel plates badly damaged by corrosion in a portion of the structural element of the naval vehicle. The possibility of removing the portion and replacing it by a patch of a composite material was con
Autor:
Raúl E. Rossi, P.A.A. Laura
Publikováno v:
Journal of Sound and Vibration. 256:367-372
Publikováno v:
Journal of Sound and Vibration. 255:195-198
Autor:
Raúl E. Rossi, P.A.A. Laura
Publikováno v:
Journal of Sound and Vibration. 255:983-986
Autor:
Raúl E. Rossi
Publikováno v:
Journal of Sound and Vibration. 254:801-804
Publikováno v:
Journal of Sound and Vibration. 250:575-578
Publikováno v:
Ocean Engineering. 28:1575-1584
Quite frequently naval and ocean structural designers confront the problem of a plate or slab which supports a motor or engine which excites, dynamically, the structural element. Very often the excitation is treated as a concentrated force but, obvio