An explicit representation of steady state response of a beam on an elastic foundation to moving harmonic line loads

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 27, Issue 1, 2003, Pages 69-84

  Sun, Lu ^a  

^a Catholic University of America   (United States)

Author keywords

Beam; Complex function; Fourier transform; Moving harmonic load; Residue theorem; Viscoelastic foundation

Indexed keywords

DEFLECTION (STRUCTURES); DIFFERENTIAL EQUATIONS; FOURIER TRANSFORMS; NUMERICAL ANALYSIS;

CLOSED-FORM DEFLECTION RESPONSE;

ELASTICITY;

DYNAMIC RESPONSE; FOURIER TRANSFORM; HARMONIC ANALYSIS; LOADING; STEADY-STATE EQUILIBRIUM; WINKLER FOUNDATION;

EID: 0037242689     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.263     Document Type: Article

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