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Volumn , Issue , 1998, Pages 69-76

Direct strength prediction of cold-formed steel members using numerical elastic buckling solutions

Author keywords

[No Author keywords available]

Indexed keywords

COLD-FORMED STEEL MEMBERS; COMPRESSION FLANGES; DISTORTIONAL BUCKLING; ELASTIC BUCKLING;

EID: 3042511622     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (282)

References (20)
  • 1
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  • 5
    • 0342289912 scopus 로고
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    • Haaijer, G. (1957). Plate Buckling in the Strain-Hardening Range. Transactions, ASCE. 124.
    • (1957) Transactions, ASCE , vol.124
    • Haaijer, G.1
  • 6
    • 0028563354 scopus 로고
    • Strength design curves for thin-walled sections undergoing distortionsl buckling
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    • (1994) J. of Constructional Steel Research , vol.31 , Issue.2-3 , pp. 169-186
    • Hancock, G.J.1    Kwon, Y.B.2    Bernard, E.S.3
  • 7
    • 85040212582 scopus 로고
    • Design of trapezoidal sheeting provided with stiffeners in the flanges and webs
    • Höglund, T. (1980). Design of Trapezoidal Sheeting Provided with Stiffeners in the Flanges and Webs. Swedish Council for Building Research D28:1980.
    • (1980) Swedish Council for Building Research , vol.D28 , Issue.1980
    • Höglund, T.1
  • 8
    • 0017915518 scopus 로고
    • Transversally loaded thin-walled c-shaped panels with intermediate stiffeners
    • 1978
    • König, J. (1978). Transversally Loaded Thin-Walled C-Shaped Panels With Intermediate Stiffeners. Swedish Council for Building Research D7:1978.
    • (1978) Swedish Council for Building Research , vol.D7
    • König, J.1
  • 9
    • 0040716545 scopus 로고
    • Structural behavior of beam webs subjected to bending stress
    • Department of Civil Engineering, University of Missouri-Rolla, Rolla, Missouri
    • LaBoube, R.A., Yu, W. (1978). Structural Behavior of Beam Webs Subjected to Bending Stress. Civil Engineering Study Structural Series, 78-1, Department of Civil Engineering, University of Missouri-Rolla, Rolla, Missouri.
    • (1978) Civil Engineering Study Structural Series , pp. 78-81
    • Laboube, R.A.1    Yu, W.2
  • 13
    • 0347532305 scopus 로고
    • Structural behavior of longitudinally reinforced beam webs
    • Department of Civil Engineering, University of Missouri-Rolla, Rolla, Missouri
    • Phung, N., Yu, W.W. (1978). Structural Behavior of Longitudinally Reinforced Beam Webs. Civil Engineering Study Structural Series, 78:6, Department of Civil Engineering, University of Missouri-Rolla, Rolla, Missouri.
    • (1978) Civil Engineering Study Structural Series , vol.78 , Issue.6
    • Phung, N.1    Yu, W.W.2
  • 14
    • 3042538354 scopus 로고
    • Interaction buckling of flange, edge stiffener and web of C-sections in bending
    • Department of Civil Engineering, University of Waterloo, Waterloo, Ontario
    • Rogers, C.A., Schuster, R.M. (1995) Interaction Buckling of Flange, Edge Stiffener and Web of C-Sections in Bending. Research Into Cold Formed Steel, Final Report of CSSBI/IRAP Project, Department of Civil Engineering, University of Waterloo, Waterloo, Ontario.
    • (1995) Research into Cold Formed Steel, Final Report of CSSBI/IRAP Project
    • Rogers, C.A.1    Schuster, R.M.2
  • 16
    • 0040122730 scopus 로고
    • Institut Für Statik, Technische Hochschule Darmstadt, Bericht Nr. 1, Darmstadt
    • Schardt, R. Schrade, W. (1982). Kaltprofil-Pfetten. Institut Für Statik, Technische Hochschule Darmstadt, Bericht Nr. 1, Darmstadt.
    • (1982) Kaltprofil-pfetten
    • Schardt, R.1    Schrade, W.2
  • 17
    • 0038938717 scopus 로고
    • Testing of perforated C-stud sections in bending
    • University of Waterloo, Waterloo Ontario
    • Schuster, R.M. (1992). Testing of Perforated C-Stud Sections in Bending. Report for the Canadian Sheet Steel Building Institute, University of Waterloo, Waterloo Ontario.
    • (1992) Report for the Canadian Sheet Steel Building Institute
    • Schuster, R.M.1
  • 18
    • 0040716543 scopus 로고
    • Behavior of web elements with openings subjected to bending, shear and the combination of bending and shear
    • Department of Civil Engineering, University of Missouri-Rolla, Rolla, Missouri
    • Shan, M., LaBoube, R.A., Yu, W. (1994). Behavior of Web Elements with Openings Subjected to Bending, Shear and the Combination of Bending and Shear. Civil Engineering Study Structural Series, 94:2, Department of Civil Engineering, University of Missouri-Rolla, Rolla, Missouri.
    • (1994) Civil Engineering Study Structural Series , vol.94 , Issue.2
    • Shan, M.1    Laboube, R.A.2    Yu, W.3
  • 19
    • 0025467736 scopus 로고
    • Behavior of cold-formed steel purlins under gravity loading
    • ASCE
    • Willis, C.T., Wallace, B. (1990). Behavior of Cold-Formed Steel Purlins under Gravity Loading. J. of Structural Engineering, ASCE. 116:8.
    • (1990) J. of Structural Engineering , vol.116 , Issue.8
    • Willis, C.T.1    Wallace, B.2
  • 20
    • 20244362599 scopus 로고
    • Tests on light beams of cold-formed steel
    • Cornell University. (Unpublished)
    • Winter, G. (1946). Tests on Light Beams of Cold-Formed Steel. Forty-fifth Progress Report, Cornell University. (Unpublished)
    • (1946) Forty-fifth Progress Report
    • Winter, G.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.