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Volumn 77, Issue 16, 1999, Pages 22-27

A fresh look at the wind-moment method

(3)  Hughes, A F a   Brown, N D a   Anderson, D a  

a NONE

Author keywords

[No Author keywords available]

Indexed keywords


EID: 0040313401     PISSN: 14665123     EISSN: None     Source Type: Trade Journal    
DOI: None     Document Type: Article
Times cited : (6)

References (13)
  • 1
    • 0041013123 scopus 로고
    • Introduction to special issue on steel beam-to-column building connections
    • McGuire, W.: 'Introduction to special issue on steel beam-to-column building connections', J. Construct. Steel Research, 10, 1988
    • (1988) J. Construct. Steel Research , vol.10
    • McGuire, W.1
  • 4
    • 0003649914 scopus 로고
    • Publication 207, Ascot, Steel Construction Institute
    • SCI/BCSA Connections Group: 'Joints in steel construction: Moment connections', Publication 207, Ascot, Steel Construction Institute, 1995
    • (1995) Joints in Steel Construction: Moment Connections
  • 6
    • 0022220316 scopus 로고
    • Joint action and the design of steel frames
    • Nethercot, D.A.: 'Joint action and the design of steel frames', The Structural Engineer, 63A, No. 12, 1985, pp371-379
    • (1985) The Structural Engineer , vol.63 A , Issue.12 , pp. 371-379
    • Nethercot, D.A.1
  • 8
    • 0040419030 scopus 로고    scopus 로고
    • Prediction of the initial stiffness of ductile endplate steel connections
    • University of Warwick, School of Engineering
    • Brown, N.D., Hughes, A.F.,and Anderson, D.: 'Prediction of the initial stiffness of ductile endplate steel connections', University of Warwick, School of Engineering, Civil Engineering Research Report CE58, 1999
    • (1999) Civil Engineering Research Report CE58
    • Brown, N.D.1    Hughes, A.F.2    Anderson, D.3
  • 9
    • 0016081132 scopus 로고
    • Effective lengths of columns in multistorey buildings
    • Wood, R.H.: 'Effective lengths of columns in multistorey buildings', The Structural Engineer, 52, No. 7, 1974, pp235-244, No. 8, 1974, pp295-302, No. 9, 1974, pp341-346
    • (1974) The Structural Engineer , vol.52 , Issue.7 , pp. 235-244
    • Wood, R.H.1
  • 10
    • 0016081132 scopus 로고
    • Wood, R.H.: 'Effective lengths of columns in multistorey buildings', The Structural Engineer, 52, No. 7, 1974, pp235-244, No. 8, 1974, pp295-302, No. 9, 1974, pp341-346
    • (1974) The Structural Engineer , Issue.8 , pp. 295-302
  • 11
    • 0016081132 scopus 로고
    • Wood, R.H.: 'Effective lengths of columns in multistorey buildings', The Structural Engineer, 52, No. 7, 1974, pp235-244, No. 8, 1974, pp295-302, No. 9, 1974, pp341-346
    • (1974) The Structural Engineer , Issue.9 , pp. 341-346
  • 12
    • 0029410022 scopus 로고
    • Verifying the performance of standard ductile connections for semi-continuous steel frames
    • November
    • Bose, B., Hughes, A.F.: 'Verifying the performance of standard ductile connections for semi-continuous steel frames', Proc. ICE, Structs & Bldgs, 110, November 1995, pp441-457
    • (1995) Proc. ICE, Structs & Bldgs , vol.110 , pp. 441-457
    • Bose, B.1    Hughes, A.F.2
  • 13
    • 0040419028 scopus 로고    scopus 로고
    • Wind-moment steel frames with standard ductile connections
    • University of Warwick, School of Engineering
    • Brown, N.D., Anderson, D., and Hughes, A.F.: 'Wind-moment steel frames with standard ductile connections', University of Warwick, School of Engineering, Civil Engineering Research Report CE61, 1999
    • (1999) Civil Engineering Research Report CE61
    • Brown, N.D.1    Anderson, D.2    Hughes, A.F.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.