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Volumn 123, Issue 6, 1997, Pages 695-702

Lateral-distortional buckling of hollow flange beams

Author keywords

[No Author keywords available]

Indexed keywords

COLD FORMED HOLLOW FLANGE BEAMS; LATERAL DISTORTIONAL BUCKLING;

EID: 0031163467     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:6(695)     Document Type: Article
Times cited : (72)

References (37)
  • 1
    • 84910322669 scopus 로고
    • Standards Assn. of Australia, Sydney, Australia
    • AS1250-1981; steel structures. (1981). Standards Assn. of Australia, Sydney, Australia.
    • (1981) AS1250-1981; Steel Structures
  • 2
  • 3
    • 0004161058 scopus 로고
    • Standards Assn. of Australia, Sydney, Australia
    • AS4100-1990; steel structures. (1990). Standards Assn. of Australia, Sydney, Australia.
    • (1990) AS4100-1990; Steel Structures
  • 6
    • 0027101310 scopus 로고
    • Lateral-distortional buckling of steel i-section members
    • Bradford, M. A. (1992). "Lateral-distortional buckling of steel i-section members." J. Constr. Steel Res., 23(1-3), 97-116.
    • (1992) J. Constr. Steel Res. , vol.23 , Issue.1-3 , pp. 97-116
    • Bradford, M.A.1
  • 10
    • 0041786397 scopus 로고
    • Stability of thin-walled members having arbitrary flange shape and flexible web
    • Chin, C. K., Al-Bermani, F. G. A., and Kitipornchai, S. (1992). "Stability of thin-walled members having arbitrary flange shape and flexible web." Engrg. Struct., 14(2), 121-132.
    • (1992) Engrg. Struct. , vol.14 , Issue.2 , pp. 121-132
    • Chin, C.K.1    Al-Bermani, F.G.A.2    Kitipornchai, S.3
  • 11
    • 0025533610 scopus 로고
    • Structural behaviour and design of hollow flange beams
    • Inst. of Engineers, Barton, ACT, Australia
    • Dempsey, R. I. (1990). "Structural behaviour and design of hollow flange beams." Proc., 2nd Nat. Struct. Engrg. Conf, Inst. of Engineers, Barton, ACT, Australia, 327-335.
    • (1990) Proc., 2nd Nat. Struct. Engrg. Conf , pp. 327-335
    • Dempsey, R.I.1
  • 12
    • 0039288845 scopus 로고
    • Palmer Tube Technologies Pty Ltd., Acacia Ridge, Queensland, Australia
    • Dempsey, R. I. (1993). Hollow flange beam member design manual. Palmer Tube Technologies Pty Ltd., Acacia Ridge, Queensland, Australia.
    • (1993) Hollow Flange Beam Member Design Manual
    • Dempsey, R.I.1
  • 15
    • 0018042744 scopus 로고
    • Local, distortional, and lateral buckling of Ibeams
    • ASCE
    • Hancock, G. J. (1978). "Local, distortional, and lateral buckling of Ibeams." J. Struct. Div., ASCE, 104(11), 1787-1798.
    • (1978) J. Struct. Div. , vol.104 , Issue.11 , pp. 1787-1798
    • Hancock, G.J.1
  • 17
    • 0038195071 scopus 로고
    • Ctr. for Advanced Struct. Engrg., Univ. of Sydney, Sydney, Australia
    • Hancock, G. J., and Papangelis, J. P. (1994). THIN-WALL user's manual. Ctr. for Advanced Struct. Engrg., Univ. of Sydney, Sydney, Australia.
    • (1994) THIN-WALL User's Manual
    • Hancock, G.J.1    Papangelis, J.P.2
  • 18
    • 0019044455 scopus 로고
    • Web distortion and flexural-torsional buckling
    • ASCE
    • Hancock, G. J., Bradford, M. A., and Trahair, N. S. (1980). "Web distortion and flexural-torsional buckling." J. Struct. Div., ASCE, 106(7), 1557-1571.
    • (1980) J. Struct. Div. , vol.106 , Issue.7 , pp. 1557-1571
    • Hancock, G.J.1    Bradford, M.A.2    Trahair, N.S.3
  • 19
    • 0003700828 scopus 로고
    • Column Res. Committee of Japan, Corona, Tokyo, Japan
    • Handbook of structural stability. (1971). Column Res. Committee of Japan, Corona, Tokyo, Japan.
    • (1971) Handbook of Structural Stability
  • 20
    • 3042670738 scopus 로고
    • Distortional buckling analysis of hollow flange beams
    • Phys. Infrastructure Ctr., Queensland Univ. of Technol., Brisbane, Australia
    • Heldt, T., and Mahendran, M. (1992a). "Distortional buckling analysis of hollow flange beams," Res. Rep. 92-8, Phys. Infrastructure Ctr., Queensland Univ. of Technol., Brisbane, Australia.
    • (1992) Res. Rep. 92-8
    • Heldt, T.1    Mahendran, M.2
  • 22
    • 85033323537 scopus 로고
    • On the use of AS4100 for the design of hollow flange beams
    • Phys. Infrastructure Ctr., Queensland Univ. of Technol., Brisbane, Australia
    • Heldt, T., and Mahendran, M. (1994). "On the use of AS4100 for the design of hollow flange beams." Res. Rep. 94-37, Phys. Infrastructure Ctr., Queensland Univ. of Technol., Brisbane, Australia.
    • (1994) Res. Rep. 94-37
    • Heldt, T.1    Mahendran, M.2
  • 23
    • 52249121081 scopus 로고
    • The buckling behaviour of hollow flange beams in portal frame buildings
    • Singapore Struct. Steel Soc., Singapore
    • Heldt, T., and Mahendran, M. (1995a). "The buckling behaviour of hollow flange beams in portal frame buildings." Proc., 4th Pacific Struct. Steel Conf., Singapore Struct. Steel Soc., Singapore, 173-180.
    • (1995) Proc., 4th Pacific Struct. Steel Conf. , pp. 173-180
    • Heldt, T.1    Mahendran, M.2
  • 24
    • 0039288843 scopus 로고
    • Full scale tests of an HFB portal frame building
    • A. A. Balkema, Rotterdam, The Netherlands
    • Heldt, T., and Mahendran, M. (1995b). "Full scale tests of an HFB portal frame building." Proc., Int. Conf. on Struct. Stability and Des., A. A. Balkema, Rotterdam, The Netherlands, 477-483.
    • (1995) Proc., Int. Conf. on Struct. Stability and Des. , pp. 477-483
    • Heldt, T.1    Mahendran, M.2
  • 26
    • 0027224778 scopus 로고
    • A theoretical investigation of the column behaviour of cold-formed square hollow sections
    • Key P. W., and Hancock, G. J. (1993). "A theoretical investigation of the column behaviour of cold-formed square hollow sections." Thin-Walled Struct., 16, 31-64.
    • (1993) Thin-Walled Struct. , vol.16 , pp. 31-64
    • Key, P.W.1    Hancock, G.J.2
  • 28
    • 0026946973 scopus 로고
    • Prebuckling deflections and lateral buckling. I: Theory
    • ASCE
    • Pi, Y.-L., and Trahair, N. S. (1992a). "Prebuckling deflections and lateral buckling. I: Theory." J. Struct. Engrg., ASCE, 118(11), 2949-2966.
    • (1992) J. Struct. Engrg. , vol.118 , Issue.11 , pp. 2949-2966
    • Pi, Y.-L.1    Trahair, N.S.2
  • 29
    • 0026944916 scopus 로고
    • Prebuckling deflections and lateral buckling. II: Applications
    • ASCE
    • Pi, Y-L., and Trahair, N. S. (1992b). "Prebuckling deflections and lateral buckling. II: Applications." J. Struct. Engrg., ASCE, 118(11), 2967-2985.
    • (1992) J. Struct. Engrg. , vol.118 , Issue.11 , pp. 2967-2985
    • Pi, Y.-L.1    Trahair, N.S.2
  • 30
    • 0028467389 scopus 로고
    • Nonlinear inelastic analysis of steel beam-columns. I: Theory
    • ASCE
    • Pi, Y-L., and Trahair, N. S. (1994). "Nonlinear inelastic analysis of steel beam-columns. I: Theory." J. Struct. Engrg., ASCE, 120(7), 2041-2061.
    • (1994) J. Struct. Engrg. , vol.120 , Issue.7 , pp. 2041-2061
    • Pi, Y.-L.1    Trahair, N.S.2
  • 31
    • 0029225921 scopus 로고
    • Lateral buckling strengths of coldformed rectangular hollow sections
    • Pi, Y-L., and Trahair, N. S. (1995). "Lateral buckling strengths of coldformed rectangular hollow sections." Thin-Walled Structures, 22, 71-95.
    • (1995) Thin-Walled Structures , vol.22 , pp. 71-95
    • Pi, Y.-L.1    Trahair, N.S.2
  • 32
    • 5844270590 scopus 로고    scopus 로고
    • Lateral-distortional buckling theory for hollow flange beams
    • Ctr. for Advanced Struct. Engrg., Univ. of Sydney, Sydney, Australia
    • Pi, Y-L., and Trahair, N. S. (1996). "Lateral-distortional buckling theory for hollow flange beams." Investigation Rep. S1047, Ctr. for Advanced Struct. Engrg., Univ. of Sydney, Sydney, Australia.
    • (1996) Investigation Rep. S1047
    • Pi, Y.-L.1    Trahair, N.S.2
  • 37
    • 0003661511 scopus 로고
    • Israel Program for Scientific Translation, Jerusalem, Israel
    • Vlasov, V. Z. (1961). Thin-walled elastic beams, 2nd Ed., Israel Program for Scientific Translation, Jerusalem, Israel.
    • (1961) Thin-walled Elastic Beams, 2nd Ed.
    • Vlasov, V.Z.1


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