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Volumn 37, Issue 3, 2000, Pages 223-240

Section capacity of very high strength (VHS) circular tubes under compression

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; COLUMNS (STRUCTURAL); COMPRESSION TESTING; ELASTIC MODULI; PLATES (STRUCTURAL COMPONENTS); STEEL TESTING; STRUCTURAL ANALYSIS; TENSILE STRENGTH; TENSILE STRESS; TENSILE TESTING; YIELD STRESS;

EID: 0034227977     PISSN: 02638231     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0263-8231(00)00017-3     Document Type: Article
Times cited : (92)

References (28)
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    • Local buckling of cylindrical tubular columns made of A-36 steel
    • Bethelem, PA: Lehigh University
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    • Ostapenko, A.1    Grimm, D.F.2
  • 19
    • 0002926050 scopus 로고
    • Tests to determine plate slenderness limits for cold-formed rectangular hollow sections of grade C450
    • Zhao X.L., Hancock G.J. Tests to determine plate slenderness limits for cold-formed rectangular hollow sections of grade C450. Steel Construction, Australian Institute of Steel Construction. 25(4):1991;2-16.
    • (1991) Steel Construction, Australian Institute of Steel Construction , vol.25 , Issue.4 , pp. 2-16
    • Zhao, X.L.1    Hancock, G.J.2
  • 22
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    • Ravindra, M.K.1    Galambos, T.V.2
  • 24
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    • Square and rectangular hollow sections under transverse end bearing force
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    • Zhao, X.L.1    Hancock, G.J.2
  • 25
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    • Butt welds and transverse fillet welds in thin cold-formed RHS members
    • Zhao X.L., Hancock G.J. Butt welds and transverse fillet welds in thin cold-formed RHS members. J. Struct. Engng, ASCE. 121(11):1995;1674-1682.
    • (1995) J. Struct. Engng, ASCE , vol.121 , Issue.11 , pp. 1674-1682
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  • 26
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.