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Tytuł artykułu

Building structure failures caused by accidental loads

Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper presents the characteristics of abnormal loads and the recommendations adopted for structural design to prevent constructions from disproportionate damage and to limit the consequences of accidental loads in compliance with Eurocode 1 PN-EN 1991-1-7. The article describes progressive collapses and analyses the construction of two buildings: the Murrah Federal Building in Oklahoma and the Pentagon Building in Washington.
Słowa kluczowe
Twórcy
autor
  • Institute of Building Engineering, Wrocław University of Environmental and Life Sciences
autor
  • Faculty of Security Affairs, General Tadeusz Kościuszko Military Academy of Land Forces
autor
  • Institute of Building Engineering, Wrocław University of Environmental and Life Sciences
Bibliografia
  • 1. National Institute of Standards and Technology, Best Practices for Reducing the Potential for Progressive Collapse in Buildings, 2000.
  • 2. DoD Interim Antiterrorism / Force Protection Construction Standards Progressive Collapse Design Guidance, Department of Defense, Washington, March 2001.
  • 3. Progressive Collapse Analysis and Design Guidelines for New Federal Buildings and Major Modernization Projects, General Services Administration (GSA), 2003.
  • 4. Smith J.L., Swatzell R., Hall B., Prevention of Progressive Collapse, DoD Guidance and Application, Building Design for Homeland Security, FEMA 426, Course No. E155, 2004.
  • 5. Kobielak S., Współczesne betonowe budowle ochronne. Wybrane zagadnienia projektowania, Oficyna Wydawnicza Politechniki Wrocławskiej, 2005.
  • 6. Kobielak S., Tatko R., Metody projektowania budynków żelbetowych o zwiększonej odporności na obciążenia użytkowe, Czasopismo Techniczne zeszyt 2-B, Wydawnictwo Politechniki Krakowskiej, 2007.
  • 7. Allen D.E., Schriever W.R., Progressive Collapse, Abnormal Loads and building Codes, Division of Building Research, National Research Council, 1972.
  • 8. PN-EN 1991-1-7 Eurokod 1. Oddziaływania na konstrukcje. Część 1-7: Oddziaływania wyjątkowe.
  • 9. Ellingwood B.R., Lyendecker E.V., Design Methods for Reducing the Risk of Progressive Collapse in Buildings, National Bureau of Standards, Washington, D.C., 1977.
  • 10. Building Code Requirements for Structural Concrete and Commentary, ACI 318-05.
  • 11. Primer for design of commercial buildings to mitigate terrorist attacks, Federal Emergency Management Agency, FEMA 427.
  • 12. Deneke B., Design of Buildings to Resist Progressive Collapse, UFC 4-023-03 Tri-Service Infrastructure Conference & Exhibition, August 2-4, 2005.
  • 13. Orton S.L., Development of a CFRP in Existing Reinforced Concrete Buildings Vulnerable to Progressive Collapse, Dissertation, The University of Texas at Austin, 2007.
  • 14. Baldridge S.M., Humay F.K., Preventing Progressive Collapse in Concrete Buildings, Concrete International, Vol. 25, Issue 11, Nov. 1, 2003.
  • 15. Corley W.G., Mlakar P.F., Sozen M.A., Thornton C.H., The Oklahoma City bombing: summary and recommendations for multihazard mitigation, Journal of Performance of Constructed Facilities, ASCE, Vol.12, No.3, 1998.
  • 16. Corley W.G., Applicability of Seismic Design in Mitigation Progressive Collapse, Workshop National Institute of Standards and Technology on Prevention of Progressive Collapse, July 10-12, 2002.
  • 17. Astaneh-Asl A., Progressive Collapse Prevention in New and Existing Buildings, Emerging Technologies in Structural Engineering, Proc. of the 9th Arab Structural Engineering Conf., Nov. 29-Dec.1, 2003, Abu Dhabi, UAE.
  • 18. Titus L.J., A review of the Temporary Shoring Used to Stabilize the Pentagon After the Terrorist Attacks of September 11th, 2001.
  • 19. The Pentagon Building Performance Report, ASCE, January 2003.
  • 20. Sozen M.A., Kilic S.A. Hoffmann C.M., September 11 Pentagon Attack Simulation Using LS-Dyna, Purdue, Sept. 11, 2002.
  • 21. Thelandersson S., Why do structural failures occur?, Lund University Sweden, www.boverket.se.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5f6fc2ed-67da-44b3-b238-836314d242a7
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