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Volumn 129, Issue 12, 2003, Pages 1596-1606

Local buckling tests on cold-formed steel beams

Author keywords

Buckling; Cold formed steel; Steel beams; Thin wall structures

Indexed keywords

COLD-FORMED STEELS; DISTORSIONAL BUCKLING; STEEL BEAMS; THIN-WALL STRUCTURES;

EID: 3042659918     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:12(1596)     Document Type: Article
Times cited : (137)

References (12)
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    • (2000) E8-00, Standard Test Methods for Tension Testing of Metallic Material.
  • 3
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    • S136-94, Canadian Standards Association, Rexdale, Ont.
    • Canadian Standards Association (1994). "Cold-formed steel structural members." S136-94, Canadian Standards Association, Rexdale, Ont.
    • (1994) Cold-formed Steel Structural Members.
  • 5
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    • Hibbitt, Karlsson, and Sorensen, Inc., Pawtucket, R.I. March 2002
    • HKS. (2001). ABAQUS Version 5.2., Hibbitt, Karlsson, and Sorensen, Inc., Pawtucket, R.I. 〈www.hks.com〉 (March 2002).
    • (2001) ABAQUS Version 5.2
  • 8
    • 0344858812 scopus 로고    scopus 로고
    • Local, distortional. and euler buckling in thin-walled columns
    • Schafer, B. W. (2002a). "Local, distortional. and euler buckling in thin-walled columns." J. Struct. Eng., 128(3), 289-299.
    • (2002) J. Struct. Eng. , vol.128 , Issue.3 , pp. 289-299
    • Schafer, B.W.1
  • 9
    • 18144418741 scopus 로고    scopus 로고
    • Design manual for direct strength method of cold-formed steel design
    • Washington, D.C.; March 2002
    • Schafer, B. W. (2002b). "Design manual for direct strength method of cold-formed steel design." Rep. to the American Iron and Steel Institute, Washington, D.C.; available online at 〈www.ce.jhu.edu/bschafer/direct_strength〉 (March 2002).
    • (2002) Rep. to the American Iron and Steel Institute
    • Schafer, B.W.1
  • 10
    • 3042511622 scopus 로고    scopus 로고
    • Direct strength prediction of cold-formed steel members using numerical elastic buckling solutions
    • St. Louis., University of Missouri-Rolla, Rolla, Mo
    • Schafer, B. W., and Peköz, T. (1998). "Direct strength prediction of cold-formed steel members using numerical elastic buckling solutions." Proc., 14th Int. Spec. Conf. on Cold-Formed Steel Structures, St. Louis., University of Missouri-Rolla, Rolla, Mo.
    • (1998) Proc., 14th Int. Spec. Conf. on Cold-Formed Steel Structures
    • Schafer, B.W.1    Peköz, T.2
  • 11
    • 0033076335 scopus 로고    scopus 로고
    • Laterally braced cold-formed steel flexural members with edge stiffened flanges
    • Schafer, B. W., and Peköz, T. (1999). "Laterally braced cold-formed steel flexural members with edge stiffened flanges." J. Struct. Eng., 125(2), 118-127.
    • (1999) J. Struct. Eng. , vol.125 , Issue.2 , pp. 118-127
    • Schafer, B.W.1    Peköz, T.2
  • 12
    • 3042543905 scopus 로고    scopus 로고
    • Interim design rules for flexure in cold-formed steel webs
    • Orlando, Fla., University of Missouri-Rolla, Rolla, Mo
    • Schafer, B. W., and Trestain, T. (2002). "Interim design rules for flexure in cold-formed steel webs." Proc., 16th Int. Spec. Conf. on Cold-Formed Steel Structures, Orlando, Fla., University of Missouri-Rolla, Rolla, Mo.
    • (2002) Proc., 16th Int. Spec. Conf. on Cold-Formed Steel Structures
    • Schafer, B.W.1    Trestain, T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.