메뉴 건너뛰기




Volumn 86, Issue 21-22, 2008, Pages 2064-2078

Structural collapse simulation under consideration of uncertainty - Fundamental concept and results

Author keywords

Demolition; Explosives; Fuzziness; Multi level simulation; Multibody dynamics

Indexed keywords

DYNAMICS; EXPLOSIVES;

EID: 54349113552     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2008.03.004     Document Type: Article
Times cited : (44)

References (44)
  • 1
    • 54349092194 scopus 로고    scopus 로고
    • Hartmann D, Stangenberg F, Melzer R, Blum R. Computer-based planning of demolition of reinforced concrete smokestacks by means of blasting and implementation of a knowledge based assistance system [in German], Technisch-wissenschaftliche Mitteilungen No. 94-6, Institut für konstruktiven Ingenieurbau, Ruhr- Universität Bochum; 1994.
    • Hartmann D, Stangenberg F, Melzer R, Blum R. Computer-based planning of demolition of reinforced concrete smokestacks by means of blasting and implementation of a knowledge based assistance system [in German], Technisch-wissenschaftliche Mitteilungen No. 94-6, Institut für konstruktiven Ingenieurbau, Ruhr- Universität Bochum; 1994.
  • 2
    • 54349094437 scopus 로고    scopus 로고
    • Isobe D, Toi Y. Asi finite element analysis of dynamic collapse behaviours of framed structures considering member fracture. In: Idelson S, Oñate E, Dvorkin E, editors. Computational mechanics, new trends and applications. Idelson, CIMNE, Barcelona, Spain; 1998.
    • Isobe D, Toi Y. Asi finite element analysis of dynamic collapse behaviours of framed structures considering member fracture. In: Idelson S, Oñate E, Dvorkin E, editors. Computational mechanics, new trends and applications. Idelson, CIMNE, Barcelona, Spain; 1998.
  • 3
    • 54349129723 scopus 로고    scopus 로고
    • Kabele P, Pokorny T, Koska R. Finite element analysis of building collapse during demolition. In: Proceedings of the 16th international conference on the applications of computer science and mathematics in architecture and civil engineering [CD-ROM] Weimar: Bauhaus-Universität Weimar; 2003, ISSN: 1611-4086.
    • Kabele P, Pokorny T, Koska R. Finite element analysis of building collapse during demolition. In: Proceedings of the 16th international conference on the applications of computer science and mathematics in architecture and civil engineering [CD-ROM] Weimar: Bauhaus-Universität Weimar; 2003, ISSN: 1611-4086.
  • 4
    • 54349120170 scopus 로고    scopus 로고
    • Meguro K, Hakuno M. Simulation of collapse of structures due to earthquakes using the extended distinct element method. In: Earthquake engineering, 10th word conference, Balkema Rotterdam; 1992.
    • Meguro K, Hakuno M. Simulation of collapse of structures due to earthquakes using the extended distinct element method. In: Earthquake engineering, 10th word conference, Balkema Rotterdam; 1992.
  • 5
    • 50149121300 scopus 로고    scopus 로고
    • Applied element method used for large displacement structural analysis
    • Meguro K., and Tagel-Din H. Applied element method used for large displacement structural analysis. Nat Disaster Sci 24 (2002) 25-34
    • (2002) Nat Disaster Sci , vol.24 , pp. 25-34
    • Meguro, K.1    Tagel-Din, H.2
  • 6
    • 33748874498 scopus 로고    scopus 로고
    • Optimal design of elasto-plastic structures subjected to normal and extreme loads
    • Kaliszky S., and Logo J. Optimal design of elasto-plastic structures subjected to normal and extreme loads. Comput Struct 84 (2006) 1770-1779
    • (2006) Comput Struct , vol.84 , pp. 1770-1779
    • Kaliszky, S.1    Logo, J.2
  • 7
    • 1842610473 scopus 로고    scopus 로고
    • Beam element formulation and solution procedure for dynamic progressive collapse analysis
    • Kaewkulchai G., and Williamson E.B. Beam element formulation and solution procedure for dynamic progressive collapse analysis. Comput Struct 82 (2004) 639-651
    • (2004) Comput Struct , vol.82 , pp. 639-651
    • Kaewkulchai, G.1    Williamson, E.B.2
  • 8
    • 54349127038 scopus 로고    scopus 로고
    • Astaneh-Asl A. Progressive collapse prevention in new and existing buildings. Emerging technologies in structural engineering. In: Proceedings of the 9th Arab structural engineering conference, Abu Dhabi, UAE; 2003. p. 1001-8.
    • Astaneh-Asl A. Progressive collapse prevention in new and existing buildings. Emerging technologies in structural engineering. In: Proceedings of the 9th Arab structural engineering conference, Abu Dhabi, UAE; 2003. p. 1001-8.
  • 9
    • 33646694067 scopus 로고    scopus 로고
    • Progressive collapse of structures: nomenclature and procedures
    • Starossek U. Progressive collapse of structures: nomenclature and procedures. IABSE, Struct Eng Int 16 (2006) 113-117
    • (2006) IABSE, Struct Eng Int , vol.16 , pp. 113-117
    • Starossek, U.1
  • 17
    • 0035480420 scopus 로고    scopus 로고
    • A unified approach to fuzzy random variables
    • Krätschmer V. A unified approach to fuzzy random variables. Fuzzy Sets Syst 123 (2001) 1-9
    • (2001) Fuzzy Sets Syst , vol.123 , pp. 1-9
    • Krätschmer, V.1
  • 19
    • 54349107781 scopus 로고    scopus 로고
    • Hallquist J. LS-DYNA keyword user's manual. Livermore Software Technology Corporation; 1992-2005.
    • Hallquist J. LS-DYNA keyword user's manual. Livermore Software Technology Corporation; 1992-2005.
  • 20
    • 54349087922 scopus 로고    scopus 로고
    • Hallquist J. LS-DYNA theoretical manual. Livermore Software Technology Corporation; 1991-1998.
    • Hallquist J. LS-DYNA theoretical manual. Livermore Software Technology Corporation; 1991-1998.
  • 21
    • 33846949197 scopus 로고    scopus 로고
    • FEAP - a finite element analysis program
    • Taylor R.L. FEAP - a finite element analysis program. Program Manual (2001)
    • (2001) Program Manual
    • Taylor, R.L.1
  • 22
    • 2542462317 scopus 로고    scopus 로고
    • An elasto-plastic damage model for reinforced concrete with minimum number of material parameters
    • Kraetzig W., and Poelling R. An elasto-plastic damage model for reinforced concrete with minimum number of material parameters. Comput Struct 82 (2004) 1201-1215
    • (2004) Comput Struct , vol.82 , pp. 1201-1215
    • Kraetzig, W.1    Poelling, R.2
  • 23
    • 54349115315 scopus 로고    scopus 로고
    • Pölling R. A close-to-practise elasto-plastic damage model for reinforced concrete for structural analyses [in German], Ph.D. thesis, Ruhr-Universität Bochum; 2000.
    • Pölling R. A close-to-practise elasto-plastic damage model for reinforced concrete for structural analyses [in German], Ph.D. thesis, Ruhr-Universität Bochum; 2000.
  • 24
    • 0032581151 scopus 로고    scopus 로고
    • An anisotropic elastoplastic-damage model for plain concrete
    • Meschke G., Lackner R., and Mang H. An anisotropic elastoplastic-damage model for plain concrete. Int J Numer Methods Eng 42 (1998) 703-727
    • (1998) Int J Numer Methods Eng , vol.42 , pp. 703-727
    • Meschke, G.1    Lackner, R.2    Mang, H.3
  • 25
    • 54349122726 scopus 로고    scopus 로고
    • Damage modelling of reinforced concrete under multi-axial fatigue loading
    • Pfister T., Petryna Y., and Stangenberg F. Damage modelling of reinforced concrete under multi-axial fatigue loading. Comput Model Concrete Struct (2006) 421-429
    • (2006) Comput Model Concrete Struct , pp. 421-429
    • Pfister, T.1    Petryna, Y.2    Stangenberg, F.3
  • 28
    • 0036543874 scopus 로고    scopus 로고
    • Multi-layer multi-director concepts for d-adaptivity in shell theory
    • Krätzig W., and Jun D. Multi-layer multi-director concepts for d-adaptivity in shell theory. Comput Struct 80 (2002) 719-734
    • (2002) Comput Struct , vol.80 , pp. 719-734
    • Krätzig, W.1    Jun, D.2
  • 31
    • 54349103166 scopus 로고    scopus 로고
    • MSC.ADAMS. Website .
    • MSC.ADAMS. Website .
  • 32
    • 54349128230 scopus 로고    scopus 로고
    • Eclipse. Website .
    • Eclipse. Website .
  • 33
    • 54349112001 scopus 로고    scopus 로고
    • JMX. Website .
    • JMX. Website .
  • 34
    • 54349123737 scopus 로고    scopus 로고
    • VTK. Website .
    • VTK. Website .
  • 35
    • 54349104381 scopus 로고    scopus 로고
    • S.S.C. of the University Karlsruhe ; 2006.
    • S.S.C. of the University Karlsruhe ; 2006.
  • 36
    • 0027610753 scopus 로고
    • Assumed strain stabilization of the eight node hexahedral element
    • Belytschko T., and Bindemann L.P. Assumed strain stabilization of the eight node hexahedral element. Comput Methods Appl Mech Eng 105 (1993) 225-260
    • (1993) Comput Methods Appl Mech Eng , vol.105 , pp. 225-260
    • Belytschko, T.1    Bindemann, L.P.2
  • 37
    • 0037402440 scopus 로고    scopus 로고
    • Microscale and mesoscale discrete models for dynamic fracture of structures built of brittle materials
    • Ibrahimbegovic A., and Delaplace A. Microscale and mesoscale discrete models for dynamic fracture of structures built of brittle materials. Comput Struct 81 (2003) 1255-1285
    • (2003) Comput Struct , vol.81 , pp. 1255-1285
    • Ibrahimbegovic, A.1    Delaplace, A.2
  • 38
    • 32544440007 scopus 로고    scopus 로고
    • Performance of time-stepping schemes for discrete models in fracture dynamic analysis
    • Delaplace A., and Ibrahimbegovic A. Performance of time-stepping schemes for discrete models in fracture dynamic analysis. Int J Numer Methods Eng 65 (2006) 1527-1544
    • (2006) Int J Numer Methods Eng , vol.65 , pp. 1527-1544
    • Delaplace, A.1    Ibrahimbegovic, A.2
  • 39
    • 0037402443 scopus 로고    scopus 로고
    • Non-linear dynamics of flexible multibody systems
    • Ibrahimbegovic A., Taylor R., and Lim H. Non-linear dynamics of flexible multibody systems. Comput Struct 81 (2003) 1113-1132
    • (2003) Comput Struct , vol.81 , pp. 1113-1132
    • Ibrahimbegovic, A.1    Taylor, R.2    Lim, H.3
  • 40
    • 54349117633 scopus 로고    scopus 로고
    • Mattern S, Blankenhorn G, Breidt M, Nguyen V, Höhler S, Schweizerhof K, et al. Comparison of building collapse simulation results from finite element and rigid body models. In: Multiscale problems in multibody system contacts, IUTAM symposium, Stuttgart; 2006.
    • Mattern S, Blankenhorn G, Breidt M, Nguyen V, Höhler S, Schweizerhof K, et al. Comparison of building collapse simulation results from finite element and rigid body models. In: Multiscale problems in multibody system contacts, IUTAM symposium, Stuttgart; 2006.
  • 41
    • 41549093646 scopus 로고    scopus 로고
    • Designing robust structures - a nonlinear simulation based approach
    • Beer M., and Liebscher M. Designing robust structures - a nonlinear simulation based approach. Comput Struct 86 (2008) 1102-1122
    • (2008) Comput Struct , vol.86 , pp. 1102-1122
    • Beer, M.1    Liebscher, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.