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Volumn 127, Issue 6, 2001, Pages 666-677

Local and postlocal buckling of fabricated steel and composite cross sections

Author keywords

[No Author keywords available]

Indexed keywords

FABRICATED STEELS;

EID: 0035370007     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2001)127:6(666)     Document Type: Article
Times cited : (111)

References (26)
  • 5
    • 85040629831 scopus 로고
    • Design of steel structures, part 1.1: General rules and rules for buildings
    • London
    • (1993) Eurocode 3
  • 9
    • 0001889317 scopus 로고
    • Savings to be effected by the more rational design of cased stanchions as a result of recent full-size tests
    • London
    • (1956) The Struct. Engr. , pp. 88-109
    • Faber, O.1
  • 20
    • 0032108685 scopus 로고    scopus 로고
    • Local and post-local buckling of concrete filled steel welded box columns
    • (1998) J. Constr. Steel Res. , vol.47 , Issue.1-2 , pp. 47-72
    • Uy, B.1
  • 21
    • 0034155686 scopus 로고    scopus 로고
    • Strength of concrete-filled steel box columns incorporating local buckling
    • ASCE
    • (2000) J. Struct. Engrg. , vol.126 , Issue.3 , pp. 341-352
    • Uy, B.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.