메뉴 건너뛰기




Volumn 65, Issue 4, 2009, Pages 879-890

Mechanical modeling of the nonlinear response of beam-to-column joints

Author keywords

Angle; Beam to column joints; End plate; Moment rotation curve; Nonlinear; Steel connections

Indexed keywords

ROTATION; STEEL; STEEL BEAMS AND GIRDERS;

EID: 59349093345     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.11.007     Document Type: Article
Times cited : (69)

References (42)
  • 1
    • 0030288558 scopus 로고    scopus 로고
    • Modeling for moment-rotation characteristics for end-plate connections
    • Shi Y.J., Chan S.L., and Wong Y.L. Modeling for moment-rotation characteristics for end-plate connections. Journal of Structural Engineering ASCE 122 11 (1996) 1300-1306
    • (1996) Journal of Structural Engineering ASCE , vol.122 , Issue.11 , pp. 1300-1306
    • Shi, Y.J.1    Chan, S.L.2    Wong, Y.L.3
  • 5
    • 59349115945 scopus 로고    scopus 로고
    • Coelho AMG, Silva LS. Ductility analysis of end plate beam-to-column joints. In: Hoffmeister B, Hechler O, editors. Eurosteel 2005 - 4th European conference on steel and composite structures. 2005
    • Coelho AMG, Silva LS. Ductility analysis of end plate beam-to-column joints. In: Hoffmeister B, Hechler O, editors. Eurosteel 2005 - 4th European conference on steel and composite structures. 2005
  • 9
    • 84930130268 scopus 로고
    • Moment-rotation relations of semirigid connections with angles
    • Kishi N., and Chen W.F. Moment-rotation relations of semirigid connections with angles. Journal of Structural Engineering ASCE 116 7 (1990) 1813-1834
    • (1990) Journal of Structural Engineering ASCE , vol.116 , Issue.7 , pp. 1813-1834
    • Kishi, N.1    Chen, W.F.2
  • 10
    • 0025417507 scopus 로고
    • A design model for semi-rigid connections
    • Wu F.H., and Chen W.F. A design model for semi-rigid connections. Engineering Structures 12 (1990) 88-97
    • (1990) Engineering Structures , vol.12 , pp. 88-97
    • Wu, F.H.1    Chen, W.F.2
  • 12
    • 0032595391 scopus 로고    scopus 로고
    • Modelling M - φ curves for standard beam-to-column connections
    • Chisala M.L. Modelling M - φ curves for standard beam-to-column connections. Engineering Structures 21 (1999) 1066-1075
    • (1999) Engineering Structures , vol.21 , pp. 1066-1075
    • Chisala, M.L.1
  • 13
    • 0036468057 scopus 로고    scopus 로고
    • Moment-rotation model of semi-rigid connections with angles
    • Lee S.S., and Moon T.S. Moment-rotation model of semi-rigid connections with angles. Engineering Structures 24 (2002) 227-237
    • (2002) Engineering Structures , vol.24 , pp. 227-237
    • Lee, S.S.1    Moon, T.S.2
  • 15
    • 0024127591 scopus 로고
    • The design of structural steel frames under consideration of the nonlinear behaviour of joints
    • Tschemmernegg F., and Humer C. The design of structural steel frames under consideration of the nonlinear behaviour of joints. Journal of Constructional Steel Research 11 2 (1988) 73-103
    • (1988) Journal of Constructional Steel Research , vol.11 , Issue.2 , pp. 73-103
    • Tschemmernegg, F.1    Humer, C.2
  • 16
    • 59349094996 scopus 로고    scopus 로고
    • Weynand K, Jaspart JP, Steenhuis M.. The stiffness model of revised Annex J of Eurocode 3. In: Bjorhovde R, Colson A, Zandonini R, editors. Connections in steel structures III - Proceedings of the 3rd international workshop on connections in steel structures. 1995
    • Weynand K, Jaspart JP, Steenhuis M.. The stiffness model of revised Annex J of Eurocode 3. In: Bjorhovde R, Colson A, Zandonini R, editors. Connections in steel structures III - Proceedings of the 3rd international workshop on connections in steel structures. 1995
  • 18
    • 0035366912 scopus 로고    scopus 로고
    • Top-and-seat and web angle connections: Prediction via mechanical model
    • Pucinotti R. Top-and-seat and web angle connections: Prediction via mechanical model. Journal of Constructional Steel Research 57 6 (2001) 661-694
    • (2001) Journal of Constructional Steel Research , vol.57 , Issue.6 , pp. 661-694
    • Pucinotti, R.1
  • 19
    • 59349119029 scopus 로고    scopus 로고
    • CEN - Comite Europeen de Normalisation. Eurocode 3: Design of steel structures - Part 1.8: Design of joints (prEN 1993-1-8:2003). Stage 49 Draft. Brussels. 2003
    • CEN - Comite Europeen de Normalisation. Eurocode 3: Design of steel structures - Part 1.8: Design of joints (prEN 1993-1-8:2003). Stage 49 Draft. Brussels. 2003
  • 20
    • 0016986757 scopus 로고
    • Correlation between 2- and 3-dimensional finite element analysis of steel bolted end-plate connections
    • Krishnamurthy N., and Graddy D.E. Correlation between 2- and 3-dimensional finite element analysis of steel bolted end-plate connections. Computers and Structures 6 4-5 (1976) 381-389
    • (1976) Computers and Structures , vol.6 , Issue.4-5 , pp. 381-389
    • Krishnamurthy, N.1    Graddy, D.E.2
  • 22
    • 0031373644 scopus 로고    scopus 로고
    • Calibration of a finite element model for isolated bolted end-plate steel connections
    • Bursi O.S., and Jaspart J.P. Calibration of a finite element model for isolated bolted end-plate steel connections. Journal of Constructional Steel Research 44 3 (1997) 225-262
    • (1997) Journal of Constructional Steel Research , vol.44 , Issue.3 , pp. 225-262
    • Bursi, O.S.1    Jaspart, J.P.2
  • 23
    • 0035414211 scopus 로고    scopus 로고
    • Nonlinear finite element analysis of top- and seat-angle with double web-angle connections
    • Kishi N., Ahmed A., Yabuki N., and Chen W.F. Nonlinear finite element analysis of top- and seat-angle with double web-angle connections. Structural Engineering and Mechanics 12 2 (2001) 201-214
    • (2001) Structural Engineering and Mechanics , vol.12 , Issue.2 , pp. 201-214
    • Kishi, N.1    Ahmed, A.2    Yabuki, N.3    Chen, W.F.4
  • 24
    • 0036575905 scopus 로고    scopus 로고
    • Refined 3D finite element modeling of partially restrained connections including slip
    • Citipitioglu A.M., Haj-Ali R.M., and White D.W. Refined 3D finite element modeling of partially restrained connections including slip. Journal of Constructional Steel Research 58 5-8 (2002) 995-1013
    • (2002) Journal of Constructional Steel Research , vol.58 , Issue.5-8 , pp. 995-1013
    • Citipitioglu, A.M.1    Haj-Ali, R.M.2    White, D.W.3
  • 25
    • 59349098652 scopus 로고    scopus 로고
    • Komuro M, Kishi N, Chen WF. Elasto-plastic FE analysis on moment-rotation relations of top- and seat-angle connections. In: Proceedings of the fifth international workshop on connections AISC-ECCS. 2004
    • Komuro M, Kishi N, Chen WF. Elasto-plastic FE analysis on moment-rotation relations of top- and seat-angle connections. In: Proceedings of the fifth international workshop on connections AISC-ECCS. 2004
  • 27
    • 0016016158 scopus 로고
    • A design method for the tension side of statically loaded, bolted beam-to-column connections
    • Zoetemeijer P. A design method for the tension side of statically loaded, bolted beam-to-column connections. Heron 20 1 (1974) 1-59
    • (1974) Heron , vol.20 , Issue.1 , pp. 1-59
    • Zoetemeijer, P.1
  • 28
    • 0017548527 scopus 로고
    • A limit state design method for the tension region of bolted beam-column connections
    • Packer J.A., and Morris L.J. A limit state design method for the tension region of bolted beam-column connections. The Structural Engineer 55 10 (1979) 446-458
    • (1979) The Structural Engineer , vol.55 , Issue.10 , pp. 446-458
    • Packer, J.A.1    Morris, L.J.2
  • 30
    • 3543090988 scopus 로고    scopus 로고
    • Procedures to verify rotation capacity
    • Semi-rigid joints in structural steelwork. Ivanyi M., and Baniotopoulos C.C. (Eds), Springer-Verlag, Wien (New York)
    • Kuhlmann U., and Kuhnemund F. Procedures to verify rotation capacity. In: Ivanyi M., and Baniotopoulos C.C. (Eds). Semi-rigid joints in structural steelwork. CISM courses and lectures vol. 419 (2000), Springer-Verlag, Wien (New York)
    • (2000) CISM courses and lectures , vol.419
    • Kuhlmann, U.1    Kuhnemund, F.2
  • 32
    • 59349109416 scopus 로고    scopus 로고
    • Lemonis ME. Beam-to-column joints in steel frames. Ph.D. thesis. Athens: National Technical University of Athens; 2006 [in Greek]
    • Lemonis ME. Beam-to-column joints in steel frames. Ph.D. thesis. Athens: National Technical University of Athens; 2006 [in Greek]
  • 33
    • 0035339454 scopus 로고    scopus 로고
    • Stiffness modeling of bolted T-stub connection components
    • Swanson J.A., and Leon R.T. Stiffness modeling of bolted T-stub connection components. Journal of Structural Engineering ASCE 127 5 (2001) 498-505
    • (2001) Journal of Structural Engineering ASCE , vol.127 , Issue.5 , pp. 498-505
    • Swanson, J.A.1    Leon, R.T.2
  • 34
    • 59349115393 scopus 로고    scopus 로고
    • Coelho AMG, Silva LS, Bijlaard F. Characterization of the nonlinear behaviour of single bolted T-stub connections. In: Proceedings of the fifth international workshop on connections AISC-ECCS. 2004
    • Coelho AMG, Silva LS, Bijlaard F. Characterization of the nonlinear behaviour of single bolted T-stub connections. In: Proceedings of the fifth international workshop on connections AISC-ECCS. 2004
  • 35
    • 4544295909 scopus 로고    scopus 로고
    • Experimental assessment of the ductility of extended end plate connections
    • Coelho A.M.G., Bijlaard F.S.K., and Silva L.S. Experimental assessment of the ductility of extended end plate connections. Engineering Structures 26 9 (2004) 1185-1206
    • (2004) Engineering Structures , vol.26 , Issue.9 , pp. 1185-1206
    • Coelho, A.M.G.1    Bijlaard, F.S.K.2    Silva, L.S.3
  • 37
    • 23244449707 scopus 로고
    • Static and cyclic performance of semirigid steel beam-to-column connections
    • Azizinamini A., and Radziminski J.B. Static and cyclic performance of semirigid steel beam-to-column connections. Journal of Structural Engineering ASCE 115 12 (1989) 2979-2999
    • (1989) Journal of Structural Engineering ASCE , vol.115 , Issue.12 , pp. 2979-2999
    • Azizinamini, A.1    Radziminski, J.B.2
  • 38
    • 59349100066 scopus 로고    scopus 로고
    • ADINA R&D. ADINA theory and modeling guide. ADINA solids and structures, vol. I. Watertown (MA). 2004
    • ADINA R&D. ADINA theory and modeling guide. ADINA solids and structures, vol. I. Watertown (MA). 2004
  • 40
    • 0036575474 scopus 로고    scopus 로고
    • Monotonic and cyclic loading models for panel zones in steel moment frames
    • Kim K.D., and Engelhardt M.D. Monotonic and cyclic loading models for panel zones in steel moment frames. Journal of Constructional Steel Research 58 (2002) 605-635
    • (2002) Journal of Constructional Steel Research , vol.58 , pp. 605-635
    • Kim, K.D.1    Engelhardt, M.D.2
  • 41
    • 11144308270 scopus 로고    scopus 로고
    • Modelling of the panel zone in steel and composite moment frames
    • Castro J.M., Elghazouli A.Y., and Izzuddin B.A. Modelling of the panel zone in steel and composite moment frames. Engineering Structures 27 (2005) 129-144
    • (2005) Engineering Structures , vol.27 , pp. 129-144
    • Castro, J.M.1    Elghazouli, A.Y.2    Izzuddin, B.A.3
  • 42
    • 0036501495 scopus 로고    scopus 로고
    • Post-limit stiffness and ductility of end-plate beam-to-column steel joints
    • Silva L.S., Santiago A., and Real P.V. Post-limit stiffness and ductility of end-plate beam-to-column steel joints. Computers and Structures 80 (2002) 515-531
    • (2002) Computers and Structures , vol.80 , pp. 515-531
    • Silva, L.S.1    Santiago, A.2    Real, P.V.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.