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Volumn 63, Issue 9, 2007, Pages 1208-1218

Effect of shear force on the initial stiffness of top and seat angle connections with double web angles

Author keywords

Bolted angle connection; Connection stiffness; Finite element modeling; Shear force

Indexed keywords

BRICK; COLUMNS (STRUCTURAL); FINITE ELEMENT METHOD; ROTATION; STIFFNESS;

EID: 34250869520     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2006.11.011     Document Type: Article
Times cited : (42)

References (14)
  • 2
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    • Azizinamini A. Monotonic response of semi-rigid steel beam to column connections. MS thesis. Columbia: University of South; 1982
  • 7
    • 34250847208 scopus 로고    scopus 로고
    • Pirmoz A. Evaluation of nonlinear behavior of bolted connections under dynamic loads. MS thesis. Tehran (Iran): K.N. Toosi University; 2006
  • 8
    • 0033893541 scopus 로고    scopus 로고
    • Three-dimensional finite element analyses of double angle connections under tension and shear
    • Yang J.-G., Murray T.M., and Plaut R.H. Three-dimensional finite element analyses of double angle connections under tension and shear. Journal of Constructional Steel Research 54 (2000) 227-244
    • (2000) Journal of Constructional Steel Research , vol.54 , pp. 227-244
    • Yang, J.-G.1    Murray, T.M.2    Plaut, R.H.3
  • 9
    • 0035448044 scopus 로고    scopus 로고
    • Parametric study of double angle framing connections subjected to shear and tension
    • Hong K., Yang J.G., and Lee S.K. Parametric study of double angle framing connections subjected to shear and tension. Journal of Constructional Steel Research 57 (2001) 997-1013
    • (2001) Journal of Constructional Steel Research , vol.57 , pp. 997-1013
    • Hong, K.1    Yang, J.G.2    Lee, S.K.3
  • 10
    • 34250892088 scopus 로고    scopus 로고
    • Shen J, Astaneh-Asl A. Hysteretic model of bolted-angle connections. Journal of Constructional Steel Research
  • 11
    • 34250900531 scopus 로고    scopus 로고
    • Danesh F. Nonlinear dynamic analyses of semi-rigid steel frames and comparison with test results. In: Third international conference of seismology and earthquake engineering. 1999
  • 12
    • 34250847829 scopus 로고    scopus 로고
    • ANSYS User's manual. version 6.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.