General reduced order analytical model for nonlinear dynamic analyses of beams with or without lumped masses

Applied Mechanics Reviews

Volumn 50, Issue 11, 1997, Pages S28-S35

  Crespo da Silva, M R M ^a  

^a RENSSELAER POLYTECHNIC INSTITUTE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BENDING (DEFORMATION); DYNAMIC LOADS; DYNAMIC RESPONSE; ELASTICITY; EQUATIONS OF MOTION; MATHEMATICAL MODELS; NONLINEAR EQUATIONS; STRUCTURAL ANALYSIS; VARIATIONAL TECHNIQUES;

GENERAL REDUCED ORDER ANALYTICAL MODEL; LUMPED MASSES;

BEAMS AND GIRDERS;

EID: 0031271653     PISSN: 00036900     EISSN: None     Source Type: Journal    
DOI: 10.1115/1.3101844     Document Type: Article

References (4)

1. Crespo da Silva MRM (1991), Equations for nonlinear analysis of 3D motions of beams, Appi. Mech. Reviews, 44(11), Part 2, 51-59.
2. Crespo da Silva MRM and Glynn CC (1978), Nonlinear flexural-flexural-torsional dynamics of inextensional beams. II: Forced motions, J. Struct. Mech., 6(4), 449-461.
3. Nayfeh AH and Mook DT (1979), Nonlinear Oscillations. Wiley Interscience, New York.
4. Zaretzky CL and Crespo da Silva MRM (1994), Experimental investigation of non-linear modal coupling in the response of cantilever beams, J. Sound and Vibration, 174(2), 145-167.