Progressive collapse of structures: Annotated bibliography and comparison of codes and standards

Journal of Performance of Constructed Facilities

Volumn 20, Issue 4, 2006, Pages 418-425

  Mohamed, Osama A ^a  

^a UNIVERSITY OF HARTFORD   (United States)

Author keywords

Bibliographies; Building codes; Collapse; Design; Dynamic analysis; Nonlinear analysis; Progressive failure; Standards

Indexed keywords

COLLAPSE; DYNAMIC ANALYSIS; NONLINEAR ANALYSIS; PROGRESSIVE FAILURE;

BIBLIOGRAPHIES; BUILDING CODES; DYNAMICS; FAILURE (MECHANICAL); NONLINEAR SYSTEMS; STANDARDS;

STRUCTURAL DESIGN;

EID: 33750134358     PISSN: 08873828     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0887-3828(2006)20:4(418)     Document Type: Article

References (30)

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2. ASCE (2002). Minimum design loads for buildings and other structures, ASCE-7, Reston, Va.
3. Astaneh-Asl, A. (2003). " Progressive prevention in new and existing buildings.. " Proc., 9th Arab Structural Engineering Conf., UAE Univ., Abu Dhabi, U.A.E., 1001-1008.
4. Breen, J. (1975). " Progressive collapse of building structures.. " Proc., Workshop, Univ. Texas at Austin, Tex., National Bureau of Standards, Washington, D.C.
5. Burns, J., Abruzzo, J., and Tamaro, M. (2002). " Structural systems for progressive collapse.. " Proc., Workshop on Prevention of Progressive Collapse, National Institute of Building Sciences, Washington, D.C.
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7. Carino, N., and, Lew, H. S., eds. (2001). " Summary of NIST/GSA Workshop on Application of seismic rehabilitation technologies to mitigate blast-induced progressive collapse.. " Proc., National Institute of Technology and Standards, Washington, D.C., No. NISTIR 6831.
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15. Federal Emergency Management Agency (FEMA). (2003). Primer for design of commercial buildings to mitigate terrorist attacks, FEMA-427, Washington, D.C.
16. Hamburger, R., and Whittaker, A. (2003). " Design of steel structures for blast-related progressive collapse resistance.. " American Society of Civil Engineers, 〈 http:www.aisc.org 〉 (Nov. 15, 2005).
17. Hansen, E., Wong, F., Lawver, D., Oneto, R., Tennant, D., and Ettouney, M. (2005). " Development of an analytical database to support a fast running progressive collapse assessment tool.. " Proc., ASCE/SEI Structures Conf., New York.
18. Hayes, J. et al., (2005). " Can strengthening for earthquake improve blast and progressive collapse resistance? " J. Struct. Eng., 131 (8), 1157-1177.
19. Houghton, D., and Karns, J. (2001). " Effective mitigation of progressive collapse in steel frame buildings using ductile high-capacity girder-to-column moment connections exhibiting discrete structural continuity across a failed column.. " Proc., National Symp. on Compreh. Force, Society of Military Engineers, Charleston, S.C.
20. Kaewkulchai, G., and Williamson, E. (2002). " Dynamic progressive collapse of frame structure.. " Proc., 15th ASCE Engineering Mechanics Conf., ASCE, Columbia Univ., New York.
21. Krauthammer, T. (2003). " AISC research on structural steel to resist blast and progressive collapse.. " 〈 http:www.aisc.org 〉 (Nov. 15, 2005).
22. Liu, R., Davison, B., and Tyas, A. (2005). " A study of progressive collapse in multistory steel frames.. " Proc., ASCE/SEI Structures Conf., New York.
23. Marchand, K., and Alfawakhiri, F. (2005). Facts for steel buildings: Blast and progressive collapse, American Institute of Steel Construction, Chicago.
24. Moore, D. B. (2002). " The UK and European regulations for accidental actions.. " Proc., Workshop on Prevention of Progressive Collapse, National Institute of Building Sciences, Washington, D.C.
25. Munoz-Garcia, E., Davison, E., and Tyas, A. (2005). " Structural integrity of steel connections subjected to rapid rates of loading.. " Proc., ASCE/SEI Structures Conf., New York.
26. National Institute of Standards and Technology. (NIST (2005). Final Rep. on the Collapse of the World Trade Center Towers, NCSTAR 1, Gaithersburg, Md.
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29. United States General Services Administration (GSA. (2003). Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects, Washington, D.C.
30. Zhou, Q., and Yu, T. (2004). " Use of high-efficiency energy absorbing device to arrest progressive collapse of tall building.. " J. Eng. Mech., 130 (10), 1177-1187.