메뉴 건너뛰기




Volumn 15, Issue 4, 2003, Pages 477-493

Numerical simulation of masonry shear panels with distinct element approach

Author keywords

Distinct element method; Failure; Numerical modelling; Shear wall; Unreinforced masonry

Indexed keywords

COMPUTER SIMULATION; EARTHQUAKE EFFECTS; FAILURE ANALYSIS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SHEAR WALLS; STRUCTURAL PANELS;

EID: 0037383264     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2003.15.4.477     Document Type: Article
Times cited : (8)

References (17)
  • 1
    • 0001465323 scopus 로고
    • A computer model for simulating progressive large scale movements in blocky rock systems
    • Cundall, P.A. (1971), "A computer model for simulating progressive large scale movements in blocky rock systems", Proc. of the Sym. of the Int. Society for Rock Mechanics, Nancy, Francs, 1(II-8), 11-18.
    • (1971) Proc. of the Sym. of the Int. Society for Rock Mechanics, Nancy, Francs , vol.1 , Issue.II-8 , pp. 11-18
    • Cundall, P.A.1
  • 2
    • 0012833062 scopus 로고
    • The performance of brick masonry subjected to in-plane loading
    • PhD Thesis, The University of Newcastle, NSW, Australia
    • Dhanasekar, M. (1985), "The performance of brick masonry subjected to in-plane loading", PhD Thesis, The University of Newcastle, NSW, Australia.
    • (1985)
    • Dhanasekar, M.1
  • 3
    • 84892505531 scopus 로고    scopus 로고
    • A distinct element approach for the deformation behaviour of shear stressed masonry panels
    • Dialer, C. (1992), "A distinct element approach for the deformation behaviour of shear stressed masonry panels", Proc. of the 6th Canadian Masonry Symposium, Saskatchewan, Canada, 765-776.
    • Proc. of the 6th Canadian Masonry Symposium, Saskatchewan, Canada , pp. 765-776
    • Dialer, C.1
  • 4
    • 0037147360 scopus 로고    scopus 로고
    • A mixed solution strategy for the nonlinear analysis of brick mas onry walls
    • Formica, G., Sansalone, V. and Casciaro, R. (2002), "A mixed solution strategy for the nonlinear analysis of brick mas onry walls", Comput. Meth. Appl. Mech. Eng., 191(51-52), 5795-6044.
    • (2002) Comput. Meth. Appl. Mech. Eng. , vol.191 , Issue.51-52 , pp. 5795-6044
    • Formica, G.1    Sansalone, V.2    Casciaro, R.3
  • 5
    • 85078685666 scopus 로고    scopus 로고
    • Damage models for the seismic response of brick masonry shear walls. Part I: The mortar joint model and its applications
    • Gambarotta, L. and Lagomarsino, S. (1997a), "Damage models for the seismic response of brick masonry shear walls. Part I: the mortar joint model and its applications", Earthq. Eng. Struct. Dyn., 26, 423-439.
    • (1997) Earthq. Eng. Struct. Dyn. , vol.26 , pp. 423-439
    • Gambarotta, L.1    Lagomarsino, S.2
  • 6
    • 0031126271 scopus 로고    scopus 로고
    • Damage models for the seismic response of brick masonry shear walls. Part II: The continuum model and its applications
    • Gambarotta, L. and Lagomarsino, S. (1997b), "Damage models for the seismic response of brick masonry shear walls. Part II: the continuum model and its applications", Earthq. Eng. Struct. Dyn., 26, 441-462.
    • (1997) Earthq. Eng. Struct. Dyn. , vol.26 , pp. 441-462
    • Gambarotta, L.1    Lagomarsino, S.2
  • 7
    • 0012824477 scopus 로고    scopus 로고
    • Universal distinct element code
    • ITASCA Consulting Group; ITASCA Consulting Group, Inc., Minneapolis, Minnesota, USA
    • ITASCA Consulting Group (2000), "Universal distinct element code", ITASCA Consulting Group, Inc., Minneapolis, Minnesota, USA.
    • (2000)
  • 8
    • 0003981441 scopus 로고
    • Nonlinear analysis of reinforced concrete masonry walls under simulated seismic loadings
    • PhD Thesis, University of California, San Diego, U.S.A.
    • LaRovere, H. (1990), "Nonlinear analysis of reinforced concrete masonry walls under simulated seismic loadings", PhD Thesis, University of California, San Diego, U.S.A.
    • (1990)
    • Larovere, H.1
  • 9
    • 0028315781 scopus 로고
    • Interface model applied to fracture of masonry structure
    • ASCE
    • Lotfi, H. and Shing, P. (1994), "Interface model applied to fracture of masonry structure", J. Struct. Engrg., ASCE, 120, 63-80.
    • (1994) J. Struct. Engrg. , vol.120 , pp. 63-80
    • Lotfi, H.1    Shing, P.2
  • 10
    • 0004027295 scopus 로고    scopus 로고
    • Computational strategies for masonry structures
    • PhD Thesis, Delft University of Technology, The Netherlands
    • Lourenco, P.B. (1996), "Computational strategies for masonry structures", PhD Thesis, Delft University of Technology, The Netherlands.
    • (1996)
    • Lourenco, P.B.1
  • 11
    • 0018005311 scopus 로고
    • Finite element model for masonry
    • ASCE
    • Page, A. (1978), "Finite element model for masonry", J. Struct. Div., ASCE, 104(8), 1267-1285.
    • (1978) J. Struct. Div. , vol.104 , Issue.8 , pp. 1267-1285
    • Page, A.1
  • 12
    • 0012824478 scopus 로고
    • Shear behaviour of bed joints
    • eds. Hamid, A.A. and Harris, H.G., Drexel University, Philadelphia, Pennsylvania, USA
    • Pluijm, R. Van Der (1993), "Shear behaviour of bed joints", Proc. of the 6th North American Masonry Conf., eds. Hamid, A.A. and Harris, H.G., Drexel University, Philadelphia, Pennsylvania, USA, 125-136.
    • (1993) Proc. of the 6th North American Masonry Conf. , pp. 125-136
    • Van Der Pluijm, R.1
  • 13
    • 0034255002 scopus 로고    scopus 로고
    • Parametric investigation of the stability of classical columns under harmonic and earthquake excitations
    • Psycharis, I., Papastamatiou, D. and Alexandris, A. (2000), "Parametric investigation of the stability of classical columns under harmonic and earthquake excitations", Earthq. Eng. Struct. Dyn., 29, 1093-1109.
    • (2000) Earthq. Eng. Struct. Dyn. , vol.29 , pp. 1093-1109
    • Psycharis, I.1    Papastamatiou, D.2    Alexandris, A.3
  • 17
    • 0032029262 scopus 로고    scopus 로고
    • Nonlinear dynamic analysis of unreinforced masonry
    • ASCE
    • Zhuge, Y., Thambiratnam, D.P. and Corderoy, J. (1998), "Nonlinear dynamic analysis of unreinforced masonry", J. Struct. Eng., ASCE, 124(3), 270-277.
    • (1998) J. Struct. Eng. , vol.124 , Issue.3 , pp. 270-277
    • Zhuge, Y.1    Thambiratnam, D.P.2    Corderoy, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.