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Volumn 38, Issue 2, 1996, Pages 165-198

Behaviour of flush end-plate composite connections with unbalanced moment and variable shear/moment ratios - II. Prediction of moment capacity

Author keywords

[No Author keywords available]

Indexed keywords

CALCULATIONS; COMPOSITE MATERIALS; FORECASTING; LOADS (FORCES); REINFORCEMENT; SHEAR STRESS; SPECIFICATIONS; STEEL;

EID: 0030167607     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/0143-974X(96)00016-8     Document Type: Article
Times cited : (31)

References (14)
  • 2
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    • Document No. SCI-RT-257, Revision 0, April
    • SCI report, Partial Strength Moment Resisting Connections in Composite Frames. Document No. SCI-RT-257, Revision 0, April, 1992.
    • (1992) SCI Report
  • 3
    • 0027928142 scopus 로고
    • Composite connections in steel and concrete. I. Experimental behaviour of composite beam-column connections
    • Xiao, Y., Choo, B. S. & Nethercot, D. A., Composite connections in steel and concrete. I. Experimental behaviour of composite beam-column connections. J. Construct. Steel Res., 31 (1994) 3-30.
    • (1994) J. Construct. Steel Res. , vol.31 , pp. 3-30
    • Xiao, Y.1    Choo, B.S.2    Nethercot, D.A.3
  • 4
    • 0028112869 scopus 로고
    • Performance of composite connections: Major axis end plate joints
    • Anderson, D. & Najafi, A. A., Performance of composite connections: major axis end plate joints. J. Construct. Steel Res., 31 (1994) 135-144.
    • (1994) J. Construct. Steel Res. , vol.31 , pp. 135-144
    • Anderson, D.1    Najafi, A.A.2
  • 7
    • 0041617603 scopus 로고
    • A semi-rigid connection for composite frames: Initial test results
    • ed. J. H. Hewlett et al. Pentech Press, London
    • Echeta, C. B. & Owens, G. W., A semi-rigid connection for composite frames: initial test results. Proc Int. Conf. on Joints in Structural Steelwork, ed. J. H. Hewlett et al. Pentech Press, London, 1981, pp. 3.20-3.38.
    • (1981) Proc Int. Conf. on Joints in Structural Steelwork , pp. 320-338
    • Echeta, C.B.1    Owens, G.W.2
  • 8
    • 0025813725 scopus 로고
    • Experimental study of the non-linear behaviour of beam-to-column composite joints
    • Altman, R., Maquoi, R. & Jaspart, J. P., Experimental study of the non-linear behaviour of beam-to-column composite joints. J. Construct. Steel Res., 18 (1991) 45-54.
    • (1991) J. Construct. Steel Res. , vol.18 , pp. 45-54
    • Altman, R.1    Maquoi, R.2    Jaspart, J.P.3
  • 10
    • 0030172118 scopus 로고    scopus 로고
    • Behaviour of flush end-plate composite connections with unbalanced moment and variable shear/moment ratios - I. Experimental behaviour
    • Li, T. Q., Nethercot, D. A. & Choo, B. S., Behaviour of flush end-plate composite connections with unbalanced moment and variable shear/moment ratios - I. Experimental behaviour. J. Construct. Steel Res., 38 (1996) 125-164.
    • (1996) J. Construct. Steel Res. , vol.38 , pp. 125-164
    • Li, T.Q.1    Nethercot, D.A.2    Choo, B.S.3
  • 11
    • 0030235173 scopus 로고    scopus 로고
    • The experimental behaviour of a full-scale, semi-rigidly connected composite frame: Overall consideration
    • submitted
    • Li, T. Q., Moore, D. B., Nethercot, D. A. & Choo, B. S., The experimental behaviour of a full-scale, semi-rigidly connected composite frame: overall consideration. J. Construct. Steel Res. (submitted).
    • J. Construct. Steel Res.
    • Li, T.Q.1    Moore, D.B.2    Nethercot, D.A.3    Choo, B.S.4
  • 13
    • 0015650686 scopus 로고
    • Bearing strength of concrete - Geometric variations
    • Yogi, S. K., Bearing strength of concrete - geometric variations. J. Structural Engng., Proc. ASCE, 99 (ST7), (1973) 1471-1490.
    • (1973) J. Structural Engng., Proc. ASCE , vol.99 , Issue.ST7 , pp. 1471-1490
    • Yogi, S.K.1
  • 14
    • 0016091022 scopus 로고
    • Concrete bearing strength - Support, mix, size effect
    • Yogi, S. K., Concrete bearing strength - support, mix, size effect. J. Structural Engng., Proc. ASCE, 100 (ST8), (1974) 1685-1702.
    • (1974) J. Structural Engng., Proc. ASCE , vol.100 , Issue.ST8 , pp. 1685-1702
    • Yogi, S.K.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.