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Volumn 20, Issue 12, 1998, Pages 1079-1086

Response of stiffened and unstiffened plates subjected to blast loading

Author keywords

Blast response; Non linear analysis; Plate structures

Indexed keywords

BOUNDARY CONDITIONS; BUCKLING; DYNAMIC RESPONSE; ELASTICITY; FINITE ELEMENT METHOD; LAGRANGE MULTIPLIERS; MATHEMATICAL MODELS; STIFFNESS; STRUCTURAL ANALYSIS; STRUCTURAL PANELS;

EID: 0032342919     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(97)00204-6     Document Type: Article
Times cited : (69)

References (10)
  • 4
    • 0031122171 scopus 로고    scopus 로고
    • Non-linear analysis of imperfect plates under transient lateral pressure loading
    • Louca L. A., Harding J. E. Non-linear analysis of imperfect plates under transient lateral pressure loading. Computers and Structures. 63(1):1997;27-37.
    • (1997) Computers and Structures , vol.63 , Issue.1 , pp. 27-37
    • Louca, L.A.1    Harding, J.E.2
  • 8
    • 0040839536 scopus 로고    scopus 로고
    • 'Assessment of blast resistance of offshore topside structures'
    • Yasseri, S. F. 'Assessment of blast resistance of offshore topside structures', FABIG article, 1996, R241(16), pp. 9-11.
    • (1996) FABIG Article , vol.R241 , Issue.16 , pp. 9-11
    • Yasseri, S.F.1
  • 10
    • 0021206081 scopus 로고
    • Effect of localised imperfections on compressive strength of long rectangular plates
    • Dow R. S., Smith C. S. Effect of localised imperfections on compressive strength of long rectangular plates. Journal of Construction Steel Research. 4:1984;51-76.
    • (1984) Journal of Construction Steel Research , vol.4 , pp. 51-76
    • Dow, R.S.1    Smith, C.S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.