A new method for progressive collapse analysis of RC frames under blast loading

Engineering Structures

Volumn 32, Issue 6, 2010, Pages 1691-1703

  Shi Yanchao, Y ^a   Li, Zhong Xian ^a   Hao, Hong ^a,b  

^a TIANJIN UNIVERSITY   (China)

^b UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

'Member removal' procedure; Blast loading; Direct numerical simulation; Initial damage; Non zero initial condition; Numerical analysis; Progressive collapse; Reinforced concrete (RC) frame

Indexed keywords

BLAST LOADING; INITIAL DAMAGE; NON-ZERO INITIAL CONDITION; PROGRESSIVE COLLAPSE; ZERO INITIAL CONDITIONS;

AERODYNAMIC LOADS; CONCRETE BUILDINGS; DIRECT NUMERICAL SIMULATION; FORECASTING; LOADING; NUMERICAL ANALYSIS; REINFORCED CONCRETE; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; STRUCTURAL MEMBERS; TURBULENT FLOW;

STRUCTURAL DYNAMICS;

COLLAPSE STRUCTURE; NUMERICAL METHOD; REINFORCED CONCRETE; SIMULATION;

EID: 77952474642     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2010.02.017     Document Type: Article

References (34)

1. ASCE7. Minimum design for buildings and other structures. Reston (Virginia): American Society of Civil Engineers; 2002.
2. Hao H., Wu C., Li Z.X., Abdullah A.K. Numerical analysis of structural progressive collapse to blast loads. Trans Tianjin Univ 2006, 12(Suppl.):31-34.
3. Krauthammer T, Hall RL, Woodson SC, Baylot JT, Hayes JR, Sohn Y. Development of progressive collapse analysis procedure and condition assessment for structures. In: Proceeding of national workshop on prevention of progressive collapse in Rosemont, Washington (DC): Multihazard Mitigation Council of the National Institute of Building Sciences; 2002.
4. Luccioni B.M., Ambrosini R.D., Danesi R.F. Analysis of building collapse under blast loads. Eng Struct 2004, 26(1):63-71.
5. Marjanishvili S.M. Progressive analysis procedure for progressive collapse. J Perf Constr Fac 2004, 18(2):79-85.
6. GSA. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization projects. Washington (DC): Office of Chief Architect; 2000.
7. DoD. Unified facilities criteria (UFC). DoD minimum antiterrorism standards for buildings. Department of Defense. UFC 4-010-01. Washington (DC): US Army Corps of Engineering. 31. 2002.
8. Kaewkulchai G., Williamson E.B. Beam element formulation and solution procedure for dynamic progressive collapse analysis. Comput Struct 2004, 82(7-8):639-651.
9. Sasani M. Response of a reinforced concrete infilled-frame structure to removal of two adjacent columns. Eng Struct 2008, 30(9):2478-2491.
10. Tsai M.H., Lin B.H. Investigation of progressive collapse resistance and inelastic response for an earthquake-resistant RC building subjected to column failure. Eng Struct 2008, 30(12):3619-3628.
11. Mohamed O.A. Assessment of progressive collapse potential in corner floor panels of reinforced concrete buildings. Eng Struct 2009, 31(3):749-757.
12. Kwasniewski L. Nonlinear dynamic simulations of progressive collapse for a multistory building. Eng Struct. 2010. in press (). doi:10.1016/j.engstruct.2009.12.048.
13. Shi Y.C., Li Z.X., Hao H. Numerical analysis of progressive collapse of reinforced concrete frame under blast loading. J PLA Univ Sci Technol (Natural Science Edition) 2007, 8(6):652-658.
14. Starossek U. Typology of progressive collapse. Eng Struct 2007, 29(9):2302-2307.
15. Vlassis A.G., Izzuddin B.A., Elghazouli A.Y., Nethercot D.A. Progressive collapse of multi-storey buildings due to sudden column loss-Part II: Application. Eng Struct 2008, 30(5):1424-1438.
16. Vlassis A.G., Izzuddin B.A., Elghazouli A.Y., Nethercot D.A. Progressive collapse of multi-storey buildings due to failed floor impact. Eng Struct 2009, 31(7):1522-1534.
17. Seffen K A Progressive collapse of the world trade center: Simple analysis. J Eng Mech 2008, 134(2):125-132.
18. Technical Manual (TM5-1300). To resist the effect of accidental explosions. Washington (DC): Department of the Army, Navy and the Air force; 1990.
19. Biggs J.M. Introduction to structure dynamics 1964, McGraw-Hill Book Company, New York.
20. Shi Y.C., Hao H., Li Z.X. Numerical derivation of pressure-impulse diagrams for prediction of RC column damage to blast loads. Int J Impact Eng 2008, 35(11):1213-1227.
21. Ma G.W., Shi H.J., Shu D.W. P-I diagram method for combined failure modes of rigid-plastic beams. Int J Impact Eng 2006, 34(6):1081-1094.
22. Li Q.M., Meng H. Pressure-impulse diagram for blast loads based on dimensional analysis and single-degree-of-freedom model. J Eng Mech 2002, 128(1):87-92.
23. Fallah A.S., Louca L.A. Pressure-impulse diagrams for elastic-plastic-hardening and softening single-degree-of-freedom models subjected to blast loading. Int J Impact Eng 2006, 34(4):823-842.
24. LS-DYNA. Keyword user's manual. Livermore Software Technology Corporation. Livermore (California); 2006.
25. Tu Z.G., Lu Y. Evaluation of typical concrete material models used in hydrocodes for high dynamic response simulations. Int J Impact Eng 2009, 36(1):132-146.
26. Malvar L.J., Ross C.A. Review of strain rate effects for concrete in tension. ACI Mater J 1999, 96(5):614-616.
27. Pandey A.K., Kumar R., Paul D.K., Trikha D.N. Strain rate model for dynamic analysis of reinforced concrete structures. J Strut Eng 2006, 132(9):1393-1401.
28. Malvar L. Review of static and dynamic properties of steel reinforcing bars. ACI Mater J 1998, 95(6):609-616.
29. Xu K., Lu Y. Numerical simulation study of spallation in reinforced concrete plates subjected to blast loading. Comput Struct 2006, 84(5-6):431-438.
30. Unosson M. Numerical simulations of penetration and perforation of high performance concrete with 75 mm steel projectile. FOA-R-00-01634-311-SE. Technical report. Tumba (Sweden): Defence Research Establishment Weapons and Protection Division; 2000.
31. Tasdemirci A., Hall I.W. Numerical and experimental studies of damage generation in multi-layer composite materials at high strain rates. Int J Impact Eng 2007, 34(2):189-204.
32. AUTODYN. Theory manual. Century Dynamics; 2006.
33. Shi Y., Hao H., Li Z.-X. Numerical simulation of blast wave interaction with structure columns. Shock Waves 2007, 17(1):113-133.
34. Shi YC. Dynamic response and damage mechanism of reinforced concrete structures under blast loading. Ph.D. thesis, P.R. China: Tianjin University. 2009 [In Chinese].