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Volumn 18, Issue 12, 2012, Pages 1828-1836

A new approach for loads moving on infinite beams resting on elastic foundation

Author keywords

Critical speeds; elastic foundation; infinite beam; wave propagation

Indexed keywords

ANALYTICAL RESULTS; APPLICATION FIELDS; CONSTANT SPEED; CRITICAL SPEED; DAMPING PARAMETERS; DYNAMIC BEHAVIORS; ELASTIC FOUNDATION; INFINITE BEAMS; MOVING LOAD; MOVING POINT LOAD; QUASI-STATIONARY STATE; SOLID ELEMENTS;

EID: 84867008223     PISSN: 10775463     EISSN: 17412986     Source Type: Journal    
DOI: 10.1177/1077546311426440     Document Type: Article
Times cited : (12)

References (12)
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  • 2
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  • 4
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    • Stochastic finite elements for a beam on a random foundation with uncertain damping under a moving force
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    • Frýba, L.1    Nakagiri, S.2    Yoshikawa, N.3
  • 5
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    • Steady-state vibrations of beams on elastic foundation under the action of load moving in constant speed, [in Russian]
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    • Goloskokov, E.G.1    Filippov, A.P.2
  • 6
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    • Steady-state vibrations of beams on elastic foundation for moving load
    • Kenney JT. Steady-state vibrations of beams on elastic foundation for moving load. Journal of Applied Mechanics. 1954 ; 4: 359-364
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  • 7
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    • Steady-state response of an elastically supported infinite beam to a moving load
    • Mallik AK, Sarvesh C, Avinash SB. Steady-state response of an elastically supported infinite beam to a moving load. Journal of Sound and Vibration. 2006 ; 291: 1148-1169
    • (2006) Journal of Sound and Vibration , vol.291 , pp. 1148-1169
    • Mallik, A.K.1    Sarvesh, C.2    Avinash, S.B.3
  • 9
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    • Fundamentals of a new method of analyzing structures on an elastic foundation by means of two foundation moduli
    • in Russian 4-7 September, Moscow
    • Pasternak PL (1954) Fundamentals of a new method of analyzing structures on an elastic foundation by means of two foundation moduli, [in Russian]. In Proceedings of the Gosudarstvennoe Izdatelstro Liberaturi po Stroitelstvui Arkhitekture, 4-7 September, Moscow, pp. 32-54
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  • 10
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  • 11
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    • Dynamic displacement response of beam-type structures to moving line loads
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.