메뉴 건너뛰기




Volumn 82, Issue 23-26, 2004, Pages 2131-2143

Finite element simulation of the cyclic behaviour of end-plate joints

Author keywords

Cyclic loading; End plate joints; Finite element model; Seismic behaviour; Steel frame

Indexed keywords

ALGORITHMS; BUCKLING; COMPUTATIONAL METHODS; CRACK PROPAGATION; CYCLIC LOADS; DUCTILITY; ENERGY ABSORPTION; PLATES (STRUCTURAL COMPONENTS); STEEL; STRUCTURAL ANALYSIS;

EID: 4944266291     PISSN: 00457949     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruc.2004.03.062     Document Type: Conference Paper
Times cited : (10)

References (26)
  • 1
    • 4944231568 scopus 로고
    • Recommended testing procedure for assessing the behaviour of structural steel elements under cyclic loads
    • Technical Comittee 1
    • ECCS. Recommended testing procedure for assessing the behaviour of structural steel elements under cyclic loads. Technical Comittee 1, TWO 1.3 - Seismic Design 1986; No. 45.
    • (1986) TWO 1.3 - Seismic Design , vol.45
  • 2
    • 4944250880 scopus 로고
    • Cyclic responses of semi-rigid steel joints
    • Strasbourg
    • Bernuzzi C. Cyclic responses of semi-rigid steel joints. Proc 1st COST Workshop. Strasbourg: 1994. p. 194-209.
    • (1994) Proc 1st COST Workshop , pp. 194-209
    • Bernuzzi, C.1
  • 3
    • 23244449707 scopus 로고
    • Static and cyclic performance of semi-rigid steel beam-to-column connections
    • Azizinamini A, Radziminski JB. Static and cyclic performance of semi-rigid steel beam-to-column connections. J Struct Eng ASCE 1989;115(12):2979-99.
    • (1989) J Struct Eng ASCE , vol.115 , Issue.12 , pp. 2979-2999
    • Azizinamini, A.1    Radziminski, J.B.2
  • 4
    • 46149149091 scopus 로고
    • Top-and-seat-angle connections and end-plate connections: Behaviour and strength under monotonic and cyclic loading
    • Chasten CP, Fleischman FB, Driscoll GC, Lu LW. Top-and-seat-angle connections and end-plate connections: behaviour and strength under monotonic and cyclic loading. Proc Nat Steel Construct Conf. AISC; 1989. p. 6-1-6-32.
    • (1989) Proc Nat Steel Construct Conf. AISC
    • Chasten, C.P.1    Fleischman, F.B.2    Driscoll, G.C.3    Lu, L.W.4
  • 5
    • 0029732409 scopus 로고    scopus 로고
    • Behaviour of steel-to-concrete connections under combined axial force and cyclic bending
    • Dunai L, Fukumoto Y, Ohtani Y. Behaviour of steel-to-concrete connections under combined axial force and cyclic bending. J Construct Steel Res 1996;36(2):121-47.
    • (1996) J Construct Steel Res , vol.36 , Issue.2 , pp. 121-147
    • Dunai, L.1    Fukumoto, Y.2    Ohtani, Y.3
  • 6
    • 84879682260 scopus 로고
    • Experimental performance of seismic steel beam-column moment joints
    • Tsai KC, Shun W, Popov EP. Experimental performance of seismic steel beam-column moment joints. J Struct Eng ASCE 1995;121(6):925-31.
    • (1995) J Struct Eng ASCE , vol.121 , Issue.6 , pp. 925-931
    • Tsai, K.C.1    Shun, W.2    Popov, E.P.3
  • 7
    • 0041004202 scopus 로고
    • Mathematical model for semi-rigid joints under cyclic loading
    • Chen WF, editor. Elsevier
    • Mazzolani FM. Mathematical model for semi-rigid joints under cyclic loading. In: Chen WF, editor. Connections in steel structures. Elsevier; 1988. p. 112-20.
    • (1988) Connections in Steel Structures , pp. 112-120
    • Mazzolani, F.M.1
  • 8
    • 0004796739 scopus 로고
    • Mechanical models for semi-rigid connections
    • Dowling P, editor. Elsevier
    • De Stefano M, De Luca. Mechanical models for semi-rigid connections. In: Dowling P, editor. Constructional steel design. Elsevier; 1988. p. 276-9.
    • (1988) Constructional Steel Design , pp. 276-279
    • De Stefano, M.1    De Luca2
  • 9
    • 4944255917 scopus 로고
    • Modelling of cyclic behaviour of steel semi-rigid connections
    • Strasbourg
    • Dunai L. Modelling of cyclic behaviour of steel semi-rigid connections. Proc 1st COST Workshop. Strasbourg: 1992. p. 394-405.
    • (1992) Proc 1st COST Workshop , pp. 394-405
    • Dunai, L.1
  • 10
    • 4944246992 scopus 로고
    • A general model for cyclic response of structural civil engineering connections
    • Strasbourg
    • Flejou JL, Colson A. A general model for cyclic response of structural civil engineering connections. Proc 1st COST Workshop. Strasbourg: 1992. p. 419-30.
    • (1992) Proc 1st COST Workshop , pp. 419-430
    • Flejou, J.L.1    Colson, A.2
  • 11
    • 0032399297 scopus 로고    scopus 로고
    • Prediction of the behaviour of top-and-seat cleated steel beam-to-column connections under cyclic reversal loading
    • Bernuzzi C. Prediction of the behaviour of top-and-seat cleated steel beam-to-column connections under cyclic reversal loading. J Earthquake Eng 1998;2(1):25-58.
    • (1998) J Earthquake Eng , vol.2 , Issue.1 , pp. 25-58
    • Bernuzzi, C.1
  • 12
    • 0028336371 scopus 로고
    • On the numerical analysis of end-plate connections
    • Gebbeken N, Rothert H, Binder B. On the numerical analysis of end-plate connections. J Construct Steel Res 1994;30(2):177-96.
    • (1994) J Construct Steel Res , vol.30 , Issue.2 , pp. 177-196
    • Gebbeken, N.1    Rothert, H.2    Binder, B.3
  • 13
    • 0342930816 scopus 로고    scopus 로고
    • The analysis and the 3D finite element simulation of steel bolted end-plate connections
    • Topping BHV, editor. Edinburgh: Civil-Comp Press
    • Nemati BN, Le Houedec. The analysis and the 3D finite element simulation of steel bolted end-plate connections. In: Topping BHV, editor. Advances in computational techniques for structural engineering. Edinburgh: Civil-Comp Press; 1996. p. 179-88.
    • (1996) Advances in Computational Techniques for Structural Engineering , pp. 179-188
    • Nemati, B.N.1    Le Houedec2
  • 15
    • 0016429001 scopus 로고
    • A model of nonlinear hardening materials for complex loading
    • Dafalias YF, Popov EP. A model of nonlinear hardening materials for complex loading. Acta Mech 1975;21:173-92.
    • (1975) Acta Mech , vol.21 , pp. 173-192
    • Dafalias, Y.F.1    Popov, E.P.2
  • 16
    • 0018060628 scopus 로고
    • Cyclic metal plasticity: Experiments and theory
    • Popov EP, Petersson H. Cyclic metal plasticity: experiments andtheory. J Eng Mech Div ASCE 1978; 104(6): 1371-88.
    • (1978) J Eng Mech Div ASCE , vol.104 , Issue.6 , pp. 1371-1388
    • Popov, E.P.1    Petersson, H.2
  • 17
    • 0024131360 scopus 로고    scopus 로고
    • Geometric and material non-linear analysis of beam-columns and frames using the minimum residual displacement method
    • Chan SL. Geometric and material non-linear analysis of beam-columns and frames using the minimum residual displacement method. Int J Numer Meth Eng 1998;26:2657-69.
    • (1998) Int J Numer Meth Eng , vol.26 , pp. 2657-2669
    • Chan, S.L.1
  • 19
    • 4944235493 scopus 로고    scopus 로고
    • A modified multi-surface model for structural steel under cyclic loading
    • Usami T, editor. Nagoya
    • Ádány S, Dunai L, A modified multi-surface model for structural steel under cyclic loading. In: Usami T, editor. Proc 5th Int Coll Stability and Duct Steel Struct. Nagoya: 1997, pp. 841-6.
    • (1997) Proc 5th Int Coll Stability and Duct Steel Struct , pp. 841-846
    • Ádány, S.1    Dunai, L.2
  • 20
    • 0001205079 scopus 로고
    • Behaviour of concrete under compressive loading
    • Karsan ID, Jirsa JO. Behaviour of concrete under compressive loading. J Struct Div ASCE 1969;95(2).
    • (1969) J Struct Div ASCE , vol.95 , Issue.2
    • Karsan, I.D.1    Jirsa, J.O.2
  • 21
    • 4944219749 scopus 로고
    • Numerical experiments on buckling/plastic collapse behaviour of plates under cyclic loading
    • Fukumoto Y, Lee G, editors. CRC Press
    • Yao T, Nikolov PI. Numerical experiments on buckling/plastic collapse behaviour of plates under cyclic loading. In: Fukumoto Y, Lee G, editors. Stability and ductility of steel structures under cyclic loading. CRC Press; 1992. p. 203-14.
    • (1992) Stability and Ductility of Steel Structures under Cyclic Loading , pp. 203-214
    • Yao, T.1    Nikolov, P.I.2
  • 22
    • 0003506445 scopus 로고
    • Analytical model for concrete anchorages of reinforcing bars under generalized excitations
    • Report No. UCB/EERC-82/23, University of California at Berkeley
    • Ciampi V, Eligehausen R, Bertero VV, Popov EP, Analytical model for concrete anchorages of reinforcing bars under generalized excitations. Technical Report, Report No. UCB/EERC-82/23, University of California at Berkeley, 1982.
    • (1982) Technical Report
    • Ciampi, V.1    Eligehausen, R.2    Bertero, V.V.3    Popov, E.P.4
  • 23
    • 0342409496 scopus 로고    scopus 로고
    • Numerical modelling of the cyclic behaviour of the basic components of steel end plate connections
    • Nemati N, Le Houdec D, Zandonini R. Numerical modelling of the cyclic behaviour of the basic components of steel end plate connections. Adv Eng Software 2000;31:837-49.
    • (2000) Adv Eng Software , vol.31 , pp. 837-849
    • Nemati, N.1    Le Houdec, D.2    Zandonini, R.3
  • 24
    • 4944241621 scopus 로고    scopus 로고
    • Cyclic behaviour of bolted T-stubs: Experimental analysis and modelling
    • Mazzolani FM, Tremblay R, editors. A.A. Balkema
    • Faella C, Piluso V, Rizzano G. Cyclic behaviour of bolted T-stubs: experimental analysis and modelling. In: Mazzolani FM, Tremblay R, editors. Behaviour of steel structures in seismic areas. A.A. Balkema; 2000, p. 183-90.
    • (2000) Behaviour of Steel Structures in Seismic Areas , pp. 183-190
    • Faella, C.1    Piluso, V.2    Rizzano, G.3
  • 25
    • 0032036174 scopus 로고    scopus 로고
    • Cyclic analysis of steel bolted components
    • full paper on CD-ROM
    • Ádány S, Dunai L. Cyclic analysis of steel bolted components. J Construct Steel Res 1998;46(1-3):422-3 full paper on CD-ROM.
    • (1998) J Construct Steel Res , vol.46 , Issue.1-3 , pp. 422-423
    • Ádány, S.1    Dunai, L.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.