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Volumn 24, Issue 1, 2002, Pages 125-132

Moment-rotation behavior of double angle connections subjected to shear load

Author keywords

3D finite element method; Angle thickness; Double angle connections; Gage distance; Moment rotation relationship

Indexed keywords

COLUMNS (STRUCTURAL); ELASTICITY; FINITE ELEMENT METHOD; SHEARING; STRUCTURAL LOADS; WELDING;

EID: 0036131789     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(01)00014-1     Document Type: Article
Times cited : (29)

References (20)
  • 11
    • 0006675150 scopus 로고
    • An Investigation of Rotation Characteristics of Web Shear Framed Connections Using A-36 and A-441 Steels
    • Technical Report. Rolla, MO: Department of Civil Engineering, University of Missouri
    • (1970)
    • Thompson, L.E.1    McKee, R.J.2    Visintainer, D.A.3
  • 19
    • 4243221537 scopus 로고    scopus 로고
    • III, version 5.8. Hibbitt, Karlsson and Sorensen, Inc
    • (1998) ABAQUS User's Manual , vol.1-2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.