메뉴 건너뛰기




Volumn 59, Issue 6, 2003, Pages 781-794

Shear strength of steel-concrete-steel composite panels. Part I- Testing and numerical modelling

Author keywords

Bi steel; Double skin construction; Finite element analysis; Shear testing

Indexed keywords

COMPOSITE MATERIALS; CONNECTORS (STRUCTURAL); FAILURE (MECHANICAL); FRICTION; NUMERICAL ANALYSIS; SHEAR STRENGTH; STEEL RESEARCH;

EID: 0037409171     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(02)00061-5     Document Type: Article
Times cited : (96)

References (9)
  • 2
    • 84930121399 scopus 로고
    • Composite beams with limited slip capacity shear connectors
    • June
    • Oehlers DJ, Sved G. Composite beams with limited slip capacity shear connectors. Journal of Structural Engineering 1995;121(June):932-8.
    • (1995) Journal of Structural Engineering , vol.121 , pp. 932-938
    • Oehlers, D.J.1    Sved, G.2
  • 5
    • 0030107423 scopus 로고    scopus 로고
    • Elastic local buckling of steel plates in composite steel-concrete members
    • Uy B, Bradford MA. Elastic local buckling of steel plates in composite steel-concrete members. Journal of Engineering Structures 1996;18(3):193-200.
    • (1996) Journal of Engineering Structures , vol.18 , Issue.3 , pp. 193-200
    • Uy, B.1    Bradford, M.A.2
  • 7
    • 0029731504 scopus 로고    scopus 로고
    • Push-out tests on studs in high strength and normal strength concrete
    • An L, Cederwall K. Push-out tests on studs in high strength and normal strength concrete. Journal of Constructional Steel Research 1996;36(1):15-29.
    • (1996) Journal of Constructional Steel Research , vol.36 , Issue.1 , pp. 15-29
    • An, L.1    Cederwall, K.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.