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Progressive collapse of reinforced concrete structures

  • Yagob, O. (Department of Building, Civil and Environmental Engineering, Concordia University) ;
  • Galal, K. (Department of Building, Civil and Environmental Engineering, Concordia University) ;
  • Naumoski, N. (Department of Civil Engineering, University of Ottawa)
  • Received : 2009.05.12
  • Accepted : 2009.06.24
  • Published : 2009.08.20

Abstract

In the past few decades, effects of natural hazards, such as earthquakes and wind, on existing structures have attracted the attention of researchers and designers. More recently, however, the phenomenon of progressive collapse is becoming more recognized in the field of structural engineering. In practice, the phenomenon can result from a number of abnormal loading events, such as bomb explosions, car bombs, accidental fires, accidental blast loadings, natural hazards, faulty design and construction practices, and premeditated terrorist acts. Progressive collapse can result not only in disproportionate structural failure, but also disproportionate loss of life and injuries. This paper provides an up-to-date comprehensive review of this phenomenon and its momentousness in structural engineering communities. The literature reveals that although the phenomenon of progressive collapse of buildings is receiving considerable attention in the professional engineering community, more research work is still needed in this field to develop a new methodology for efficient and inexpensive design to better protect buildings against progressive collapse.

Keywords

References

  1. Allen, D.E. and Schriever, W.R. (1972), Progressive Collapse, Abnormal Loads and Building Codes, Division of Building Research, National Research Council, Ottawa
  2. (ASCE) American Society of Civil Engineers (2005), "Minimum design loads for buildings and other structures", (ASCE/SEI 7-05), Reston, VA
  3. Astaneh-Asl, A. (2003), Progressive Prevention in New and Existing Buildings, Department of Civil and Environmental Engineering, University of California, Berkeley, CA
  4. Bao, Y., Kunnath, S.K., El-Tawil, S. and Lew, H.S. (2008), "Macromodel-based simulation of progressive collapse: RC frame structures", J. Struct. Eng., 134(7) https://doi.org/10.1061/(ASCE)0733-9445(2008)134:7(1079)
  5. Corley, W.G., Mlakar, P.F., Sozen, M.A. and Thornton, C.H. (1998), "The Oklahoma City bombing: Summary and recommendations for multihazard mitigation", J. Perf. Const. Facil., ASCE, 12(3), 100-112 https://doi.org/10.1061/(ASCE)0887-3828(1998)12:3(100)
  6. Ellingwood, B.R. and Leyendecker, E.V. (1978), "Approaches for design against progressive collapse", J. Struct. Div., ASCE, 104(ST3), 413-423
  7. General Services Administration (GSA). (2003), "Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects", Washington, D.C
  8. Hayes, J., Woodson, S., Pekelnicky, R., Poland, C., Corley, W. and Sozen, M. (2005), "Can strengthening for earthquake improve blast and progressive collapse resistance?", J. Struct. Eng., 131(8), 1157-1177 https://doi.org/10.1061/(ASCE)0733-9445(2005)131:8(1157)
  9. International Code Council (2006), 2006 International Building Code (IBC), First Printing, Country Club Hills, IL
  10. ISC (2001), ISC Security Criteria for New Federal Office Buildings and Major Modernization Projects, The interagency Security Committee, ISBN 0309088801, Washington, DC
  11. Kaewkulchai, G. and Williamson, E.B. (2002), "Dynamic progressive collapse of frame structures", Proceedings, Fifteenth Engineering Mechanics Conference, American Society of Civil Engineers (ASCE), Columbia University, New York, NY, June 2-5
  12. Leyendecker, E.V. and Burnett, E.F.P. (1976), "The incidence of abnormal loading in residential buildings", NBS Building Science Series 98, National Bureau of Standers, Washington, DC
  13. Leyendecker, E.V. and Ellingwood, B.R. (1977), "Design methods for reducing the risk of progressive collapse in buildings", National Bureau of Standards, Washington, D.C
  14. McGuire, W. (1974), "Prevention of progressive collapse", Proceedings of the Regional Conference on Tall Buildings, Asian Institute of Technology, Bangkok
  15. NBCC (1975), "National Building Code of Canada 1975", Institute for Research in Construction, National Research Council of Canada, Ottawa, Ont
  16. NBCC (2005), "National Building Code of Canada 2005", Institute for Research in Construction, National Research Council of Canada, Ottawa, Ont
  17. Powell, G. (2005), "Progressive collapse: Case study using nonlinear analysis", In: Proceedings of the 2005 Structures Congress and the 2005 Forensic Engineering Symposium. New York, NY
  18. Smilowitz, R. (2002), "Analytical tools for progressive collapse analysis", Paper Presented at the National Workshop on Prevention of Progressive Collapse, July 10-12, 2002, Rosemont, Illinois. Available from National Institute of Building Sciences (NIBS)
  19. Smith J.L., Swatzell, S.R. and Hall, B. (2001), "Prevention of Progressive Collapse-DoD Guidance & Application", SAME National Symposium on Comprehensive Force Protection, SAME Readiness Committee, Charleston, South Carolina, USA
  20. U.S. Department of Defense (DoD) (2005), "Design of building to resist progressive collapse", Unified Facility Criteria (UFC), UFC 4-023-03, Washington, DC
  21. Yagob, O.S.A. (2007), "Vulnerability of buildings to blast loads and progressive collapse”, M.A.Sc. Thesis, Department of Civil Engineering, University of Ottawa, Ottawa, Ont
  22. Yokel, F.Y., Wright, R.N. and Stone, W.C. (1989), "Progressive Collapse: U.S. Office Building in Moscow", J. Perf. Const. Facil., ASCE, 3(1), 57-75 https://doi.org/10.1061/(ASCE)0887-3828(1989)3:1(57)
  23. Zhou, Q. and Yu, T.X. (2004), "Use of high-efficiency energy absorbing device to arrest progressive collapse of tall building", J. Eng. Mech., 130(10), 1177-1187 https://doi.org/10.1061/(ASCE)0733-9399(2004)130:10(1177)

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