The timoshenko beam on an elastic foundation and subject to a moving step load, part 2: Transient response

Journal of Vibration and Acoustics, Transactions of the ASME

Volumn 118, Issue 3, 1996, Pages 285-291

  Felszeghy, S F ^a  

^a CALIFORNIA STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ACOUSTIC WAVE PROPAGATION; ACOUSTIC WAVE VELOCITY; BEAMS AND GIRDERS; BOUNDARY CONDITIONS; BOUNDARY VALUE PROBLEMS; EQUATIONS OF MOTION; FOUNDATIONS; INTEGRATION; LOADS (FORCES); NUMERICAL METHODS; ROTATION;

CHARACTERISTICS METHOD; HARMONIC WAVES; HOMOGENEOUS SOLUTION; MOVING STEP LOAD; STEADY STATE SOLUTION; TIMOSHENKO BEAM; TRANSIENT RESPONSE;

DYNAMIC RESPONSE;

EID: 0030190542     PISSN: 10489002     EISSN: 15288927     Source Type: Journal    
DOI: 10.1115/1.2888179     Document Type: Article

References (3)

1. Courant, R., and Hilbert, D., 1962, Methods of Mathematical Physics, Vol. 2, Interscience-Publishers.
2. Felszeghy, S. F., 1996, “The Timoshenko Beam on an Elastic Foundation and Subject to a Moving Step Load, Part 1: Steady-State Response,” ASME JOURNAL OF VIBRATION AND ACOUSTICS, Vol. 118, No. 3, pp. 277-284.
3. Steele, C. R., 1968, “The Timoshenko Beam with a Moving Load,” ASME Journal of Applied Mechanics, Vol. 5, No. 3, p. 481.