Energy flow in progressive collapse of steel framed buildings

Engineering Structures

Volumn 42, Issue , 2012, Pages 142-153

  Szyniszewski, Stefan ^a   Krauthammer, Ted ^b  

^a Johns Hopkins University   (United States)

^b J Crayton Pruitt Family Department of Biomedical Engineering   (United States)

Author keywords

Collapse analysis; Column buckling; Energy dissipation; Energy flow; Global stability; Progressive collapse; Steel building; Structural robustness

Indexed keywords

COLLAPSE ANALYSIS; COLUMN BUCKLING; ENERGY FLOW; GLOBAL STABILITY; PROGRESSIVE COLLAPSE; STEEL BUILDINGS; STRUCTURAL ROBUSTNESS;

DEFORMATION; DYNAMIC LOADS; ENERGY DISSIPATION; KINETIC ENERGY; LOADING; RATING; STRUCTURAL MEMBERS; TALL BUILDINGS;

KINETICS;

COLLAPSE STRUCTURE; COLUMN; DEFORMATION MECHANISM; DYNAMIC RESPONSE; ENERGY DISSIPATION; ENERGY FLOW; KINETIC ENERGY; MULTISTOREY BUILDING; STABILITY ANALYSIS; STEEL STRUCTURE;

EID: 84861465921     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2012.04.014     Document Type: Article

References (37)

1. Pearson C, Delatte N. Ronan Point apartment tower collapse and its effect on building codes. J Perform Constr Facil 2005;19(2):172-7.
2. Hinman EE, Hammond DJ. Lessons from the Oklahoma City bombing: defensive design techniques. New York: American Society of Civil Engineers, ASCE Press; 1997.
3. Mlakar PF, Dusenberry D, Harris J. The Pentagon building performance report. American Society of Civil Engineers, Structural Engineering Institute Publication; 2002.
4. Palmisano F, Vitone A, Vitone C, Vitone V. Collapse of the Giotto avenue building in Foggia. Struct Eng Int 2007;17(2):166-71.
5. Osteraas JD. Murrah building bombing revisited: a qualitative assessment of blast damage and collapse patterns. J Perform Constr Facil 2006;20(4): 330-5.
6. Krauthammer T. Modern protective structures. CRC Press; 2008.
7. Grierson DE, Xu L, Liu Y. Progressive-failure analysis of buildings subjected to abnormal loading. Comput-Aid Civil Infrastruct Eng 2005;20:155-71.
8. Izzuddin A, Vlassis AG, Elghazouli AY, Nethercot DA. Progressive collapse of multi-storey buildings due to sudden column loss - part I: simplified assessment framework. Eng Struct 2008;30:1308-18.
9. Schafer BW, Bajpai P. Stability degradation and redundancy in damaged structures. Eng Struct 2005;27:1642-51.
10. Kaewkulchai G, Williamson EB. Beam element formulation and solution procedure for dynamic progressive collapse analysis. Comput Struct 2004;82:639-51.
11. Krauthammer T, Lim J, Choi HJ, Elfahal M. Evaluation of computational approaches for progressive collapse and integrated munitions effects assessment, PTC-TR-002-2004. Protective Technology Center (Civil Engineering), Pennsylvania State University; 2004.
12. Menchel K, Massart TJ, Rammer Y, Bouillard P. Comparison and study of different progressive collapse simulation techniques for RC structures. J Struct Eng 2009;135(6):685-97.
13. Khandelwal K, El-Tawil S, Kunnath S, Lew HS. Macromodel-based simulation of progressive collapse: steel frame structures. J Struct Eng 2008;134(7): 1070-8.
14. Khandelwal K, El-Tawil S, Sadek F. Progressive collapse analysis of seismically designed steel braced frames. J Constr Steel Res 2009;65:699-708.
15. Sadek F, Main JA, Lew HS, Robert SD, Chiarito V. Testing and analysis of steel beam-column assemblies under column removal scenarios. In: Proceedings of the 2009 structures congress - don't mess with structural engineers: expanding our role. Reston (VA): American Society of Civil Engineers; 2009. p. 1708-17.
16. Kwasniewski L. Nonlinear dynamic simulations of progressive collapse for a multistory building. Eng Struct 2010;32:1223-35.
17. Szyniszewski ST, Krauthammer T, Yim HC. Energy flow based progressive collapse studies of moment resisting steel framed buildings. Final report to US army ERDC, CIPPS-TR-003-2008. Center for Infrastructure Protection and Physical Security, University of Florida; January 2009.
18. Szyniszewski S. Dynamic energy based method for progressive collapse analysis. In: Proceedings of the 2009 structures congress - don't mess with structural engineers: expanding our role, Austin, TX, April 30-May 2, 2009. Reston (VA): American Society of Civil Engineers; 2009.
19. Smyth AW, Gjelsvik A. Energy capacity criterion for the design of columns against collapse. ASCE J Eng Mech 2006;132(6):594-9.
20. Loizeaux M, Osborn AE. Progressive collapse - an implosion contractor's stock in trade. J Perform Constr Facil 2006;20(4):391-402.
21. Bažant ZP, Verdure M. Mechanics of progressive collapse: learning from World Trade Center and building demolitions. J Eng Mech 2007;133(3):308-19.
22. Seffen KA. Progressive collapse of the World Trade Center: simple analysis. J Eng Mech 2008;134(2):125-32.
23. Delatte NJ. Beyond failure: forensic case studies for civil engineers. Reston (VA): American Society of Civil Engineers, ASCE Press; 2009.
24. Hallquist J. LS-DYNA: theory manual. Livermore (CA): Lawrence Software Technology Corporation; 2006.
25. Gupta A, Krawinkler H. Behavior of ductile SMRFs at various seismic hazard levels. J Struct Eng 2000;126(1):98-107.
26. Foley CM, Martin K, Schneeman C. Robustness in structural steel framing systems. Rep. No. MU-CEEN-SE-06-01. Marquette Univ., Milwaukee, Wisconsin; 2006.
27. American Institute of Steel Construction. Steel construction manual, 13th ed. Chicago (IL): AISC; 2006.
28. Sabuwala T, Linzell D, Krauthammer T. Finite element analysis of steel beam to column connections subjected to blast loads. Int J Impact Eng 2005;31:861-76.
29. Yim HC, Krauthammer T. Mathematical-mechanical model of WUF-B connection under monotonic load. AISC Eng J 2010;47(2):71-9.
30. Lewitt CW, Chesson E, Munse WH. Restraint characteristics of flexible riveted and bolted beam-to-column connections. Engineering Experiment Station, Bulletin 500, University of Illinois, Urbana, 1969.
31. Liu R, Davison B, Tyas A. A study of progressive collapse in multi-story frames. In: Metropolis and beyond proceedings of the 2005 structures congress and the 2005 forensic engineering symposium. New York (NY), Reston (VA): American Society of Civil Engineers; 2005.
32. Teh LH, Clarke MJ. Plastic-zone analysis of 3D steel frames using beam elements. J Struct Eng 1999;125(11):1328-37.
33. Ballast DK. Handbook of construction tolerances. New York: McGraw-Hill; 1994.
34. Hall DH. Proposed steel column strength criteria. J Struct Div ASCE 1981;107(4):649-70.
35. Vlassis AG, Izzuddin BA, Elghazouli AY, Nethercot DA. Progressive collapse of multi-storey buildings due to sudden column loss - part II: application. Eng Struct 2008;30:1424-38.
36. SSRC Centrally Loaded Column Research Inventory. University of Missouri- Rolla, Structural Stability Research Council; February 2003.
37. Hoff NJ, Nardo SV, Erickson B. An experimental investigation of the process of buckling columns. In: Proceedings of the society for experimental stress analysis, vol. XIII, no. 1; 1955. p. 67-76.