메뉴 건너뛰기




Volumn 64, Issue 4, 2008, Pages 436-446

Behavior of bolted angle connections subjected to combined shear force and moment

Author keywords

Bolted angle connection; Connection stiffness; Finite element modeling; Shear force; Steel structures; Web angles

Indexed keywords

FINITE ELEMENT METHOD; MATHEMATICAL INSTRUMENTS; SHEAR STRENGTH; STIFFNESS;

EID: 39749109559     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2007.09.006     Document Type: Article
Times cited : (43)

References (24)
  • 1
    • 0032055431 scopus 로고    scopus 로고
    • Lessons from damage to steel buildings during the Northridge earthquake
    • Mahin S.A. Lessons from damage to steel buildings during the Northridge earthquake. Engineering Structures 20 (1998) 261-270
    • (1998) Engineering Structures , vol.20 , pp. 261-270
    • Mahin, S.A.1
  • 2
    • 0034113498 scopus 로고    scopus 로고
    • Evaluation of fractural mode of failure in steel structures following Kobe lessons
    • Akiyama H. Evaluation of fractural mode of failure in steel structures following Kobe lessons. Journal of Constructional Steel Research 55 (2000) 211-227
    • (2000) Journal of Constructional Steel Research , vol.55 , pp. 211-227
    • Akiyama, H.1
  • 5
    • 39749201048 scopus 로고    scopus 로고
    • Azizinamini A. Monotonic response of semi-rigid steel beam to column connections. M.S. thesis. Columbia: University of South Carolina; 1982
    • Azizinamini A. Monotonic response of semi-rigid steel beam to column connections. M.S. thesis. Columbia: University of South Carolina; 1982
  • 8
    • 0035414211 scopus 로고    scopus 로고
    • Nonlinear finite element analyses of top and seat-angle with double web-angle connections
    • Kishi N., Ahmed A., and Yabuki N. Nonlinear finite element analyses of top and seat-angle with double web-angle connections. Journal of Structural Engineering and Mechanics 12 (2001) 201-214
    • (2001) Journal of Structural Engineering and Mechanics , vol.12 , pp. 201-214
    • Kishi, N.1    Ahmed, A.2    Yabuki, N.3
  • 10
    • 39749120630 scopus 로고    scopus 로고
    • Pirmoz A. Evaluation of nonlinear behavior of bolted connections under dynamic loads. M.S. thesis. Tehran (Iran): K.N.Toosi University; 2006
    • Pirmoz A. Evaluation of nonlinear behavior of bolted connections under dynamic loads. M.S. thesis. Tehran (Iran): K.N.Toosi University; 2006
  • 11
    • 39749144041 scopus 로고    scopus 로고
    • Danesh F, Pirmoz A. 3D finite element modeling of bolted angle connections. In: 9th Canadian conference on earthquake engineering. Paper number 1024
    • Danesh F, Pirmoz A. 3D finite element modeling of bolted angle connections. In: 9th Canadian conference on earthquake engineering. Paper number 1024
  • 13
    • 39749114566 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
    • 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
  • 16
    • 39749148505 scopus 로고    scopus 로고
    • Pirmoz A, Gholizadeh S. Predicting of moment-rotation behavior of bolted connections using neural networks. In: 3rd national congress on civil engineering. 2007. Paper number 2108A
    • Pirmoz A, Gholizadeh S. Predicting of moment-rotation behavior of bolted connections using neural networks. In: 3rd national congress on civil engineering. 2007. Paper number 2108A
  • 17
    • 39749163594 scopus 로고    scopus 로고
    • Okazaki T, Engelhard MD, Nakashima M, Suita K. Experimental study on link-to-column connections in steel eccentrically braced frames. In: 13th world conference on earthquake engineering. 2004. Paper no. 275
    • Okazaki T, Engelhard MD, Nakashima M, Suita K. Experimental study on link-to-column connections in steel eccentrically braced frames. In: 13th world conference on earthquake engineering. 2004. Paper no. 275
  • 18
    • 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
  • 19
    • 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
  • 20
    • 0036131789 scopus 로고    scopus 로고
    • Moment-rotation behavior of double angle connections subjected to shear load
    • Hong K., Yang J.G., and Lee S.K. Moment-rotation behavior of double angle connections subjected to shear load. Engineering Structures 24 (2002) 125-132
    • (2002) Engineering Structures , vol.24 , pp. 125-132
    • Hong, K.1    Yang, J.G.2    Lee, S.K.3
  • 21
    • 34250869520 scopus 로고    scopus 로고
    • Danesh F, Pirmoz A, Saedi Daryan A. Effect of shear force on initial stiffness of top and seat angle connections with double web angles. 2007; 63(9): 1208-18
    • Danesh F, Pirmoz A, Saedi Daryan A. Effect of shear force on initial stiffness of top and seat angle connections with double web angles. 2007; 63(9): 1208-18
  • 22
    • 39749201783 scopus 로고    scopus 로고
    • ANSYS User's manual, version 6.1
    • ANSYS User's manual, version 6.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.