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Journal of Constructional Steel Research

Volumn 57, Issue 8, 2001, Pages 881-906

Ultimate capacity of completely overlapped tubular joints. II: Behavioural study

(3) Fung, T C a Soh, C K a Gho, W M a

a NANYANG TECHNOLOGICAL UNIVERSITY (Singapore)

Author keywords

Behavioural study; Completely overlapped; Finite element analysis; Tubular joint; Ultimate capacity

Indexed keywords

COMPRESSIVE STRENGTH; JOINTS (STRUCTURAL COMPONENTS); NUMERICAL ANALYSIS; STRENGTH OF MATERIALS; STRUCTURAL LOADS; TUBULAR STEEL STRUCTURES;

TUBULAR JOINTS;

STEEL CONSTRUCTION;

TUBULAR JOINT;

EID: 0035417015 PISSN: 0143974X EISSN: None Source Type: Journal
DOI: 10.1016/S0143-974X(01)00014-1 Document Type: Article

Times cited : (31)

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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.