메뉴 건너뛰기




Volumn 22, Issue 1, 2003, Pages 151-161

The response of a finite beam on a tensionless Pasternak foundation subjected to a harmonic load

Author keywords

Contact length; Harmonic load; Pasternak foundation

Indexed keywords

BOUNDARY CONDITIONS; DIFFERENTIAL EQUATIONS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PARAMETER ESTIMATION; POLYNOMIALS; PROBLEM SOLVING; VIBRATIONS (MECHANICAL);

EID: 2942603414     PISSN: 09977538     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0997-7538(03)00011-1     Document Type: Article
Times cited : (52)

References (23)
  • 1
    • 0024302175 scopus 로고
    • Forced vibrations of a beam on a tensionless foundation
    • Celep Z., Malaika A., Abu-Hussein M. Forced vibrations of a beam on a tensionless foundation. J. Sound Vib. 128:1989;235-246.
    • (1989) J. Sound Vib. , vol.128 , pp. 235-246
    • Celep, Z.1    Malaika, A.2    Abu-Hussein, M.3
  • 2
    • 0018446915 scopus 로고
    • A steadely moving load on an elastic beam resting on a tensionless Winkler foundation
    • Choros J., Adams G.G. A steadely moving load on an elastic beam resting on a tensionless Winkler foundation. J. Appl. Mech. 46:1979;175-180.
    • (1979) J. Appl. Mech. , vol.46 , pp. 175-180
    • Choros, J.1    Adams, G.G.2
  • 3
    • 0342472230 scopus 로고    scopus 로고
    • Non-linear vibrations of a beam resting on a tensionless Winkler foundation
    • Coşkun I. Non-linear vibrations of a beam resting on a tensionless Winkler foundation. J. Sound Vib. 236:(3):2000;401-411.
    • (2000) J. Sound Vib. , vol.236 , Issue.3 , pp. 401-411
    • Coşkun, I.1
  • 4
    • 0042708590 scopus 로고    scopus 로고
    • Non-linear vibrations of a beam on an elastic foundation
    • Coşkun I., Engin H. Non-linear vibrations of a beam on an elastic foundation. J. Sound Vib. 223:(3):1999;335-354.
    • (1999) J. Sound Vib. , vol.223 , Issue.3 , pp. 335-354
    • Coşkun, I.1    Engin, H.2
  • 5
    • 0027907382 scopus 로고
    • A general solution to vibrations of beams on variable Winkler elastic foundation
    • Ding Z. A general solution to vibrations of beams on variable Winkler elastic foundation. Comput. & Structures. 47:(1):1993;83-90.
    • (1993) Comput. & Structures , vol.47 , Issue.1 , pp. 83-90
    • Ding, Z.1
  • 7
    • 0028766887 scopus 로고
    • Vibration frequencies for beams on variable one and two parameter elastic foundations
    • Eisenberger M. Vibration frequencies for beams on variable one and two parameter elastic foundations. J. Sound Vib. 176:1994;577-584.
    • (1994) J. Sound Vib. , vol.176 , pp. 577-584
    • Eisenberger, M.1
  • 8
    • 0012144447 scopus 로고
    • Beams on variable two-parameter elastic foundation
    • Eisenberger M., Clastornik J. Beams on variable two-parameter elastic foundation. ASCE J. Engrg. Mech. 113:1987;1454-1466.
    • (1987) ASCE J. Engrg. Mech. , vol.113 , pp. 1454-1466
    • Eisenberger, M.1    Clastornik, J.2
  • 11
    • 0000192375 scopus 로고
    • Elastic and viscoelastic foundation models
    • Kerr A.D. Elastic and viscoelastic foundation models. ASME J. Appl. Mech. 31:1964;491-498.
    • (1964) ASME J. Appl. Mech. , vol.31 , pp. 491-498
    • Kerr, A.D.1
  • 12
    • 0016892817 scopus 로고
    • On the derivation of well posed boundary value problems in structural mechanics
    • Kerr A.D. On the derivation of well posed boundary value problems in structural mechanics. Int. J. Solids Structures. 12:1976;1-11.
    • (1976) Int. J. Solids Structures , vol.12 , pp. 1-11
    • Kerr, A.D.1
  • 13
    • 2942562691 scopus 로고
    • On the unbonded contact between elastic and elastic-rigid media
    • Kerr A.D. On the unbonded contact between elastic and elastic-rigid media. Acta Mech. 33:1979;135-146.
    • (1979) Acta Mech. , vol.33 , pp. 135-146
    • Kerr, A.D.1
  • 14
    • 0042066065 scopus 로고
    • Beams on a two-dimensional Pasternak base subjected to loads that cause lift-off
    • Kerr A.D., Coffin D.W. Beams on a two-dimensional Pasternak base subjected to loads that cause lift-off. Int. J. Solids Structures. 28:(4):1991;413-422.
    • (1991) Int. J. Solids Structures , vol.28 , Issue.4 , pp. 413-422
    • Kerr, A.D.1    Coffin, D.W.2
  • 15
    • 0023324552 scopus 로고
    • Beam on tensionless elastic foundation
    • Lin L., Adams G.G. Beam on tensionless elastic foundation. ASCE J. Engrg. Mech. 113:1987;542-553.
    • (1987) ASCE J. Engrg. Mech. , vol.113 , pp. 542-553
    • Lin, L.1    Adams, G.G.2
  • 17
    • 0016038458 scopus 로고
    • Onset of separation betwen a beam and tensionless elastic foundation due to moving loads
    • Rao N.V.S.K. Onset of separation betwen a beam and tensionless elastic foundation due to moving loads. ASME J. Appl. Mech. 41:1974;303-305.
    • (1974) ASME J. Appl. Mech. , vol.41 , pp. 303-305
    • Rao, N.V.S.K.1
  • 20
    • 0014897511 scopus 로고
    • On foundations that react in compression only
    • Weitsman Y. On foundations that react in compression only. ASME J. Appl. Mech. 37:1970;1019-1030.
    • (1970) ASME J. Appl. Mech. , vol.37 , pp. 1019-1030
    • Weitsman, Y.1
  • 21
    • 0015109043 scopus 로고
    • Onset of separating between a beam and a tensionless elastic foundation under a moving load
    • Weitsman Y. Onset of separating between a beam and a tensionless elastic foundation under a moving load. Int. J. Mech. Sci. 13:1971;707-713.
    • (1971) Int. J. Mech. Sci. , vol.13 , pp. 707-713
    • Weitsman, Y.1
  • 22
    • 0025919871 scopus 로고
    • Vibrations of Timoshenko beam-columns on two-parameter elastic foundations
    • Yokoyama T. Vibrations of Timoshenko beam-columns on two-parameter elastic foundations. Earthquake Engrg. Structural Dynamics. 20:1991;355-370.
    • (1991) Earthquake Engrg. Structural Dynamics , vol.20 , pp. 355-370
    • Yokoyama, T.1
  • 23
    • 0020944042 scopus 로고
    • Beam element on two-parameter elastic foundations
    • Zhaohua F., Cook R.D. Beam element on two-parameter elastic foundations. ASCE J. Engrg. Mech. 109:(6):1983;1390-1402.
    • (1983) ASCE J. Engrg. Mech. , vol.109 , Issue.6 , pp. 1390-1402
    • Zhaohua, F.1    Cook, R.D.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.