An energy-based partial pushdown analysis procedure for assessment of disproportionate collapse potential

Journal of Constructional Steel Research

Volumn 67, Issue 3, 2011, Pages 547-555

  Xu, Guoqing ^a   Ellingwood, Bruce R ^a  

^a Georgia Institute of Technology   (United States)

Author keywords

Buildings (codes); Design (buildings); Disproportionate collapse; Loads (forces); Structural engineering

Indexed keywords

ALTERNATIVE PATH; COLLAPSE POTENTIAL; DESIGN OF BUILDINGS; DISPROPORTIONATE COLLAPSE; FRAMING SYSTEM; LOCAL DAMAGE; NON-LINEAR DYNAMIC ANALYSIS; NONLINEAR DYNAMIC MODELS; NONLINEAR DYNAMIC TIME-HISTORY ANALYSIS; NONLINEAR STATICS; PRIMARY LOADS; STEEL FRAME; STRUCTURAL DAMAGES; STRUCTURAL ENGINEERING; STRUCTURAL MODELS; STRUCTURAL SYSTEMS; US DEPARTMENT OF DEFENSE;

BUILDINGS; DESIGN; DYNAMIC ANALYSIS; METAL ANALYSIS; MODEL STRUCTURES; NONLINEAR ANALYSIS; RATING;

STRUCTURAL ANALYSIS;

EID: 78650711985     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2010.09.001     Document Type: Article

References (21)

1. General Services Administration (GSA). Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington, D.C.; 2003.
2. Department of Defense (DoD). Unified Facilities Criteria (UFC): design of structures to resist progressive collapse. Washington; D.C.; 2009 (previous edition of the UFC was published in 2005).
3. B.R. Ellingwood, and E.V. Leyendecker Approaches for design against progressive collapse. J Struct Div 104 3 1978 413 423
4. J.E. Breen, and C.P. Siess Progressive collapseSymposium summary ACI J 76 9 1979 997 1004
5. Powell G. Progressive collapse: case studies using nonlinear analysis. In: Proceedings of the 2005 structures congress. 2005.
6. S.M. Marjanishvili Progressive Analysis Procedure for Progressive Collapse J Perform Constr Facil 18 2 2004 79 85
7. D.O. Dusenberry, and R.O. Hamburger Practical Means for Energy-Based Analyses of Disproportionate Collapse Potential J Perform Constr Facil, ASCE 20 4 2006 336 348
8. B.A. Izzuddin, A.G. Vlassis, A.Y. Elghazouli, and D.A. Nethercot Progressive collapse of multi-storey buildings due to sudden column lossPart I: simplified assessment framework Eng Struct 30 5 2008 1308 1318
9. M. Ettouney, R. Smilowitz, M. Tang, and A. Hapij Global system considerations for progressive collapse with extensions to other natural and man-made hazards J Perform Constr Facil, ASCE 20 4 2006 403 417
10. FEMA 355-C. State of the art report on systems performance of steel momentframes subject to earthquake ground shaking. Washington, D.C.: Federal Emergency Management Agency; 2000.
11. Mazzoni S, McKenna FT, Scott MH, Fenves GL. Open system for earthquake engineering simulation user command-language manual, http://opensees.berkeley. edu/OpenSees/manuals/usermanual/index.html ; 2009.
12. UBC. Structural engineering design provisions. Uniform building code, vol. 2. In: International conference of building officials, 1994.
13. BOCA National building code 12th ed. 1993 Building Officials & Code Administrators International, Inc.
14. M. Sasani Response of a reinforced concrete infilled-frame structure to removal of two adjacent columns Eng Struct 30 9 2008 2478 2491
15. A. Der Kiureghian A response spectrum method for random vibration analysis of MDF systems Earthq Eng Struct Dyn 9 5 1981 419 435
16. M.P Byfield Design of steel framed buildings at risk from terrorist attack Struct Eng 82 22 2004 31 38
17. American Institute of Steel Construction (AISC). Specification for structural steel buildings, ANSI/AISC 360-05. Chicago (IL); 2005.
18. M. Barakat, and W.F. Chen Design analysis of semi-rigid frames: evaluation and implementation Eng J AISC 1991 55 64 Second Quarter
19. Azizinamini A, Bradburn JH, Radziminski JB. Static and cyclic behavior of semi-rigid steel beamcolumn connections. Department of Civil Engineering, University of South Carolina, Columbia (SC); 1985.
20. Kinali K. Seismic fragility assessment of steel frames in the central and eastern united states. Ph.D. Thesis. Atlanta (GA): Georgia Institute of Technology; 2007.
21. American Concrete Institute (ACI). Building code requirements for structural concrete and commentary ACI 318-05 and ACI 318R-05. Detroit (MI); 2005.