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Volumn , Issue , 2005, Pages 2211-2219

A study of progressive collapse in multi-storey steel frames

Author keywords

[No Author keywords available]

Indexed keywords

DAMAGED STRUCTURES; FINITE ELEMENT CODES; PROGRESSIVE COLLAPSE; STEEL FRAMES;

EID: 27644557643     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (19)

References (22)
  • 1
    • 0346724849 scopus 로고    scopus 로고
    • Is it safe to design a building structure with simple joints, when they are known to exhibit a semi-rigid behaviour?
    • Braham M, Jaspart, J.P. (2004) "Is it Safe to Design a Building Structure with Simple Joints, When They are Known to Exhibit a Semi-Rigid Behaviour?" Journal of Constructional Steel Research, Vol.60 Issue 3-5, pp: 713-723
    • (2004) Journal of Constructional Steel Research , vol.60 , Issue.3-5 , pp. 713-723
    • Braham, M.1    Jaspart, J.P.2
  • 7
    • 0033360656 scopus 로고    scopus 로고
    • Wind-moment steel frames with standard ductile connections
    • Dec
    • Brown, N. D., Anderson D. and Hughe, A. F., "Wind-moment steel frames with standard ductile connections" Journal of Constructional Steel Research, Vol.52, Issue3, Dec 1999, PP255-268
    • (1999) Journal of Constructional Steel Research , vol.52 , Issue.3 , pp. 255-268
    • Brown, N.D.1    Anderson, D.2    Hughe, A.F.3
  • 13
    • 0003833788 scopus 로고    scopus 로고
    • Livermore Software Technology Corporation
    • Hallquist, J.O. (1998), "LS-DYNA Theory Manual", Livermore Software Technology Corporation.
    • (1998) LS-DYNA Theory Manual
    • Hallquist, J.O.1
  • 14
    • 0035393032 scopus 로고    scopus 로고
    • Numerical study of unbraced composite frames: Generation of data to validate use of the wind moment method of design
    • Hensman, J.S and Nethercot, D.A. (2001) "Numerical Study of Unbraced Composite Frames: Generation of Data to Validate Use of the Wind Moment Method of Design" Journal of Constructional Steel Research, Vol. 57, pp 791-809
    • (2001) Journal of Constructional Steel Research , vol.57 , pp. 791-809
    • Hensman, J.S.1    Nethercot, D.A.2
  • 15
    • 27644545169 scopus 로고    scopus 로고
    • Is caternary action sufficient to resist progressive collapse in a steel framed building?
    • submitted to Netherlands
    • Liu, R., Davison, B. and Tyas, A. (2005), "Is Caternary Action Sufficient to Resist Progressive Collapse in a Steel Framed Building?" submitted to Eurosteel 2005 Conference, Netherlands
    • (2005) Eurosteel 2005 Conference
    • Liu, R.1    Davison, B.2    Tyas, A.3
  • 17
    • 0022220316 scopus 로고
    • Joint action and the design of steel frames
    • Nethercot D.A. (1985), "Joint Action and the Design of Steel Frames". The Structural Engineer 63A 12, pp. 371-379
    • (1985) The Structural Engineer , vol.63 A , Issue.12 , pp. 371-379
    • Nethercot, D.A.1
  • 19
    • 27644596873 scopus 로고    scopus 로고
    • SCI course notes, England
    • Steel Construction Institute (1998/99), "Robustness Note" SCI course notes, England
    • (1998) Robustness Note


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.