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Volumn 121, Issue 3, 1999, Pages 315-322

The structural response of cylindrical shells to internal shock loading

Author keywords

[No Author keywords available]

Indexed keywords

DYNAMIC RESPONSE; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SHELLS (STRUCTURES); SHOCK WAVES; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EID: 0032629061     PISSN: 00949930     EISSN: 15288978     Source Type: Journal    
DOI: 10.1115/1.2883709     Document Type: Article
Times cited : (62)

References (10)
  • 2
    • 0029754308 scopus 로고    scopus 로고
    • The Equivalent Stiffness of a Half-Space Interacting With a Beam. Critical Velocities of a Moving Load Along the Beam
    • Dieterman, H., and Metrikine, A., 1996, The Equivalent Stiffness of a Half-Space Interacting With a Beam. Critical Velocities of a Moving Load Along the Beam,” European Journal of Mechanics, A/Solids, Vol. 15(1), pp. 67-90.
    • (1996) European Journal of Mechanics, A/Solids , vol.15 , Issue.1 , pp. 67-90
    • Dieterman, H.1    Metrikine, A.2
  • 3
    • 0030677092 scopus 로고    scopus 로고
    • Steady-State Displacements of a Beam on an Elastic Half-Space Due to a Uniformly Moving Constant Load
    • Dieterman, H., and Metrikine, A., 1997, “Steady-State Displacements of a Beam on an Elastic Half-Space Due to a Uniformly Moving Constant Load,” European Journal of Mechanics, A/Solids, Vol. 16(2), pp. 295-306.
    • (1997) European Journal of Mechanics, A/Solids , vol.16 , Issue.2 , pp. 295-306
    • Dieterman, H.1    Metrikine, A.2
  • 4
    • 0030196660 scopus 로고    scopus 로고
    • The Timoshenko Beam on an Elastic Foundation and Subject to a Moving Step Load-Part I: Steady-State Response, ASME
    • Felszeghy, S., 1996a, “The Timoshenko Beam on an Elastic Foundation and Subject to a Moving Step Load-Part I: Steady-State Response,” ASME Journal of Vibration and Acoustics, Vol. 118, pp. 277-284.
    • (1996) Journal of Vibration and Acoustics , vol.118 , pp. 277-284
    • Felszeghy, S.1
  • 5
    • 0030190542 scopus 로고    scopus 로고
    • The Timoshenko Beam on an Elastic Foundation and Subject to a Moving Step Load-Part II: Transient Response, ASME
    • Felszeghy, S., 1996b, “The Timoshenko Beam on an Elastic Foundation and Subject to a Moving Step Load-Part II: Transient Response,” ASME Journal of Vibration and Acoustics, Vol. 118, pp. 285-291.
    • (1996) Journal of Vibration and Acoustics , vol.118 , pp. 285-291
    • Felszeghy, S.1
  • 6
    • 0030436214 scopus 로고    scopus 로고
    • Structural Response to Impact, Blast and Shock Loadings. A FE/BE Bibliography (1993-1995)
    • Mackerle, J., 1996, “Structural Response to Impact, Blast and Shock Loadings. A FE/BE Bibliography (1993-1995),” Finite Elements in Analysis and Design, Vol. 24, pp. 95-110.
    • (1996) Finite Elements in Analysis and Design , vol.24 , pp. 95-110
    • Mackerle, J.1
  • 7
    • 38149144240 scopus 로고
    • Nonlinear Transient Dynamic Analysis of Soil-Pavement Interaction Under Moving Load: A Coupled BEM-FEM Approach
    • Pan, G., Okada, H., and Atluri, S., 1994, “Nonlinear Transient Dynamic Analysis of Soil-Pavement Interaction Under Moving Load: A Coupled BEM-FEM Approach,” Engineering Analysis with Boundary Elements, Vol. 14, pp. 99-112.
    • (1994) Engineering Analysis with Boundary Elements , vol.14 , pp. 99-112
    • Pan, G.1    Okada, H.2    Atluri, S.3
  • 10
    • 0002671637 scopus 로고
    • Dynamic Response of a Tube Under Moving Pressure
    • Engineering Mechanics Division, Oct
    • Tang, S., 1965, “Dynamic Response of a Tube Under Moving Pressure,” Proceedings, American Society of Civil Engineers, Vol. 5, Engineering Mechanics Division, Oct, pp. 97-122
    • (1965) Proceedings, American Society of Civil Engineers , vol.5 , pp. 97-122
    • Tang, S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.