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Volumn 31, Issue 3, 2009, Pages 749-757

Assessment of progressive collapse potential in corner floor panels of reinforced concrete buildings

Author keywords

Bending moments; Bracing; Concrete structures; Framed structures; Linear analysis; Progressive failure; Shear stress

Indexed keywords

BENDING (DEFORMATION); BENDING MOMENTS; BINARY CODES; BUILDING MATERIALS; BUILDINGS; COMPOSITE BEAMS AND GIRDERS; CONCRETE CONSTRUCTION; FAILURE ANALYSIS; FLOORS; QUALITY ASSURANCE; RADIOACTIVE WASTE DISPOSAL; REINFORCED CONCRETE; SHEAR STRESS; STRENGTH OF MATERIALS; STRUCTURAL FRAMES; WOODEN FLOORS;

EID: 58749098382     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.11.020     Document Type: Article
Times cited : (63)

References (13)
  • 1
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    • ACI-318. Building code requirements for structural concrete (ACI318-05) and commentary (ACI 318R05). Detroit (MI): American Concrete Institute, 2005
    • ACI-318. Building code requirements for structural concrete (ACI318-05) and commentary (ACI 318R05). Detroit (MI): American Concrete Institute, 2005
  • 2
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    • Design of structures to resist progressive collapse-UFC 4-023-03. Washington (DC): United States Department of Defense, 2005
    • Design of structures to resist progressive collapse-UFC 4-023-03. Washington (DC): United States Department of Defense, 2005
  • 3
    • 33750134358 scopus 로고    scopus 로고
    • Progressive collapse of structures: Annotated bibliography and comparison of codes and standards
    • Mohamed O.A. Progressive collapse of structures: Annotated bibliography and comparison of codes and standards. J Perform Const Facil 20 4 (2006) 418-425
    • (2006) J Perform Const Facil , vol.20 , Issue.4 , pp. 418-425
    • Mohamed, O.A.1
  • 4
    • 58749084155 scopus 로고    scopus 로고
    • Powel G. Progressive collapse: Case studies using nonlinear analysis. In: Proceedings of metropolis and beyond-structures congress, Reston (VA): ASCE, 2005
    • Powel G. Progressive collapse: Case studies using nonlinear analysis. In: Proceedings of metropolis and beyond-structures congress, Reston (VA): ASCE, 2005
  • 5
    • 27644529632 scopus 로고    scopus 로고
    • Hansen E, Wong F, Lawver D, Oneto R, Tennant D, Ettouney M. Development of an analytical database to support a fast running progressive collapse assessment tool. In: Proceedings of metropolis and beyond-structures congress, Reston (VA): ASCE, 2005
    • Hansen E, Wong F, Lawver D, Oneto R, Tennant D, Ettouney M. Development of an analytical database to support a fast running progressive collapse assessment tool. In: Proceedings of metropolis and beyond-structures congress, Reston (VA): ASCE, 2005
  • 6
    • 33750095970 scopus 로고    scopus 로고
    • Comparison of procedures for progressive collapse analysis
    • Marjanishvili S., and Angew E. Comparison of procedures for progressive collapse analysis. J Perform Const Facil 20 4 (2006) 364-374
    • (2006) J Perform Const Facil , vol.20 , Issue.4 , pp. 364-374
    • Marjanishvili, S.1    Angew, E.2
  • 7
    • 58749096404 scopus 로고    scopus 로고
    • Marchand KA. Facts for steel buildings: Blast and progressive collapse. Chicago (IL): American Institute of steel construction, 2005
    • Marchand KA. Facts for steel buildings: Blast and progressive collapse. Chicago (IL): American Institute of steel construction, 2005
  • 8
    • 58749097994 scopus 로고    scopus 로고
    • Mohamed OA. Investigating the capacity of reinforced concrete framed structures to sustain loss of primary load-carrying members. In: Proceedings of 11th international conference on civil, structural and environmental engineering computing. 2005
    • Mohamed OA. Investigating the capacity of reinforced concrete framed structures to sustain loss of primary load-carrying members. In: Proceedings of 11th international conference on civil, structural and environmental engineering computing. 2005
  • 12
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    • United states general services administration. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington, DC; 2003
    • United states general services administration. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington, DC; 2003
  • 13
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    • SAP2000 software. Computers and structures-Inc. Berkeley, CA
    • SAP2000 software. Computers and structures-Inc. Berkeley, CA


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.