Progressive collapse of multi-storey buildings due to sudden column loss-Part II: Application

Engineering Structures

Volumn 30, Issue 5, 2008, Pages 1424-1438

  Vlassis, A G ^a   Izzuddin, B A ^a   Elghazouli, A Y ^a   Nethercot, D A ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Column removal; Composite joints; Ductility; Progressive collapse; Steel framed buildings

Indexed keywords

COLUMNS (STRUCTURAL); COMPOSITE BEAMS AND GIRDERS; DEFORMATION; DUCTILITY; STRUCTURAL ANALYSIS;

COMPOSITE JOINTS; MULTI-STOREY BUILDINGS; STEEL-FRAMED BUILDINGS;

TALL BUILDINGS;

COLUMNS (STRUCTURAL); COMPOSITE BEAMS AND GIRDERS; DEFORMATION; DUCTILITY; STRUCTURAL ANALYSIS; TALL BUILDINGS;

COLLAPSE; COLUMN; DESIGN; DUCTILITY; DYNAMIC ANALYSIS; DYNAMIC RESPONSE; MULTISTOREY BUILDING; VERTICAL MOVEMENT;

EID: 41549114065     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.08.011     Document Type: Article

References (22)

1. Izzuddin B.A., Vlassis A.G., Elghazouli A.Y., and Nethercot D.A. Progressive collapse of multi-storey buildings due to sudden column loss - Part I: Simplified assessment framework. Engineering Structures 30 5 (2008) 1308-1318
2. British Construction Steelwork Association/Steel Construction Institute. Joints in steel construction: simple connections. London (UK); 2002
3. British Standards Institution. BS 5950-1:2000: Structural use of steelwork in building, Part 1: Code of practice for design - Rolled and welded sections. London, UK; 2001
4. Song L., Izzuddin B.A., Elnashai A.S., and Dowling P.J. An integrated adaptive environment for fire and explosion analysis of steel frames - Part I: Analytical models. Journal of Constructional Steel Research 53 (2000) 63-85
5. Izzuddin B.A., Tao X.Y., and Elghazouli A.Y. Realistic modelling of composite and reinforced concrete floor slabs under extreme loading I: Analytical method. Journal of Structural Engineering, ASCE 130 12 (2004) 1972-1984
6. Izzuddin B.A. A simplified model for axially restrained beams subject to extreme loading. International Journal of Steel Structures 5 (2005) 421-429
7. Vlassis A., Izzuddin B., Elghazouli A., Nethercot D.. Simplified progressive collapse analysis of floor systems. In: Proceedings of IABSE symposium on structures and extreme events. 2005. p. 252-3 & CD
8. Faella C., Piluso V., and Rizzano G. Structural steel semirigid connections: Theory, design and software (2000), CRC Press LLC, Boca Raton (FL)
9. European Committee for Standardization. EN 1993-1-8:2003, Eurocode 3: Design of steel structures - Part 1-8: Design of joints. Brussels (Belgium) 2005
10. European Committee for Standardization. EN 1994-1-1:2004, Eurocode 4: Design of composite steel and concrete structures - Part 1-1: General rules and rules for buildings. Brussels, Belgium; 2004
11. Izzuddin B.A.. Nonlinear dynamic analysis of framed structures. Ph.D. Thesis. Department of Civil Engineering, Imperial College, University of London; 1991
12. Jarrett N.D.. Axial tests on beam/column connections. BRE Client Report CR 55/90. Building Research Establishment, Garston, Watford, UK; 1990
13. Owens G.W., and Moore D.B. The robustness of simple connections. The Structural Engineer 70 3 (1992) 37-46
14. Jarrett N.D., Grantham R.I.. Robustness tests on fin plate connections. BRE Client Report GD 1101. Building Research Establishment, Garston, Watford, UK; 1993
15. Anderson D., Aribert J.M., Bode H., and Kronenburger H.J. Design rotation capacity of composite joints. The Structural Engineer 78 6 (2000) 25-29
16. European Committee for Concrete. CEB-FIP Model Code 1990. Lausanne, Switzerland; 1990
17. General Services Administration. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. USA, June; 2003
18. Office of the Deputy Prime Minister (ODPM). The building regulations 2000, Part A, Schedule 1: A3. Disproportionate Collapse. London (UK); 2004
19. American Society of Civil Engineers (ASCE). Minimum design loads for buildings and other structures. SEI/ASCE 7-05. Reston (VA, USA); 2005
20. Department of Defense (DoD). Unified facilities criteria, design of buildings to resist progressive collapse. UFC 4-023-03. USA, January; 2005
21. British Construction Steelwork Association/Steel Construction Institute. Joints in steel construction: Composite connections. London (UK); 1998
22. Vlassis A.G.. Progressive Collapse Assessment of Tall Buildings. Ph.D. Thesis. Department of Civil and Environmental Engineering, Imperial College London; 2007