메뉴 건너뛰기




Volumn 132, Issue 4, 2006, Pages 515-528

Distortional buckling tests on cold-formed steel beams

Author keywords

Buckling; Predictions; Steel beams; Thin wall structures

Indexed keywords

PREDICTION; STEEL BEAMS; THIN WALL STRUCTURES;

EID: 33645146438     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2006)132:4(515)     Document Type: Conference Paper
Times cited : (133)

References (19)
  • 1
    • 0942282156 scopus 로고    scopus 로고
    • ABAQUS, Inc., Pawtucket, R.I.
    • ABAQUS version 6.2.; users manual. (2001) ABAQUS, Inc., Pawtucket, R.I., (www.abaqus.com).
    • (2001) ABAQUS Version 6.2.; Users Manual
  • 7
    • 0019526586 scopus 로고
    • Edge stiffeners for thin-walled members
    • Desmond, T. P., Peköz, T., and Winter, G. (1981). "Edge stiffeners for thin-walled members." J. Struct. Div. ASCE, 107(2), 329-353.
    • (1981) J. Struct. Div. ASCE , vol.107 , Issue.2 , pp. 329-353
    • Desmond, T.P.1    Peköz, T.2    Winter, G.3
  • 8
    • 33645148622 scopus 로고    scopus 로고
    • Eurocode 3: Design of steel structure
    • CEN, Brussels, Belgium
    • Comité Européen de Normalisation (CEN). (2002). "Eurocode 3: Design of steel structure." European Standard EN1993-1-3, CEN, Brussels, Belgium.
    • (2002) European Standard EN1993-1-3
  • 9
    • 0030786860 scopus 로고    scopus 로고
    • Design for distortional buckling of flexural members
    • Hancock, G. J. (1997). "Design for distortional buckling of flexural members." Thin-Walled Struct., 27(1), 3-12.
    • (1997) Thin-walled Struct. , vol.27 , Issue.1 , pp. 3-12
    • Hancock, G.J.1
  • 12
    • 0344858812 scopus 로고    scopus 로고
    • Local, distortional, and Euler buckling in thin-walled columns
    • Schafer, B. W. (2002). "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
  • 13
    • 3042511622 scopus 로고    scopus 로고
    • Direct strength prediction of cold-formed steel members using numerical elastic buckling solutions
    • St. Louis
    • Schafer, B. W., and Peköz, T. (1998). "Direct strength prediction of cold-formed steel members using numerical elastic buckling solutions." 14th Int. Specialty Conf. on Cold-Formed Steel Structures, St. Louis.
    • (1998) 14th Int. Specialty Conf. on Cold-Formed Steel Structures
    • Schafer, B.W.1    Peköz, T.2
  • 14
    • 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
  • 16
    • 4944253951 scopus 로고    scopus 로고
    • Distortional buckling formulae for cold-formed steel C and Z-section members: Part I - Derivation
    • Silvestre, N., and Camotim, D. (2004). "Distortional buckling formulae for cold-formed steel C and Z-section members: Part I - Derivation." Thin-Walled Struct., 42(11), 1567-1597.
    • (2004) Thin-walled Struct. , vol.42 , Issue.11 , pp. 1567-1597
    • Silvestre, N.1    Camotim, D.2
  • 19
    • 3042659918 scopus 로고    scopus 로고
    • Local buckling test on cold-formed steel beams
    • Yu, C., and Schafer, B. W. (2003). "Local buckling test on cold-formed steel beams." J. Struct. Eng., 129(12), 1596-1606.
    • (2003) J. Struct. Eng. , vol.129 , Issue.12 , pp. 1596-1606
    • Yu, C.1    Schafer, B.W.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.