1 |
양재근, 이수권, 김호근(2003) 보와 기둥이 더블앵글로 접합된 골조의 거동, 대한건축학회논문집 구조계, 대한건축학회, 제19권, 제6호, pp.61-68. Yang, J.G., Lee, S.K., and Kim, H.K. (2003) Behavior of frames with column flange boltedbeam web welded double angle connections, Journal of the Architectural Institute of Korea, Structure & Construction, Vol. 19, No. 6, pp.61-68.
과학기술학회마을
|
2 |
양재근, 이길영(2006) 더블앵글 접합부의 초기강성 및 극한모멘트 산정을 위한 해석모델, 한국강구조학회논문집, 한국강구조학회, 제18권, 제3호, pp.311-320. Yang, J.G. and Lee, G.Y. (2006) Analytical models for the initial stiffness and ultimate moment of a double angle connection, Journal of the Korean Society of Steel Construction, Vol. 18, No. 3, pp. 311-320.
과학기술학회마을
|
3 |
McMullin, K.M. and Astaneh, A. (1988) Analytical and experimental studies of double-angle framing connections, Reprt no. UCB/SEMM-88/14, Department of Civil Engineering, University of California, Berkeley.
|
4 |
Munse, W.H., Bell, W.G., and Chesson, E. (1959) Behavior of riveted and bolted beam-to-column connections, Struct. Div. ASCE, 85 ST3, pp.29-50.
|
5 |
Owen, G.W. and Moore, D.B. (1992) The robustness of simple connections, Struct. Eng., 70, pp.37-46.
|
6 |
Sommer, W.H. (1969) Behavior of welded header plate connections, M.S. thesis, University of Toronto, Canada.
|
7 |
신경재, 임보혁, 이수현, 최성모(2011) 볼트로 접합한 보-기둥 접합부의 유한요소해석, 한국강구조학회논문집, 한국강구조학회, 제23권, 제3호, pp.305-316. Shin, K.J., Lim, B.H., Lee, S.H., and Choi, S.M. (2011) FEA of beam-column connection with bolted web, Journal of the Korean Society of Steel Construction, Vol. 23, No. 3, pp.311-316.
과학기술학회마을
|
8 |
김선희, 방중석, 박영욱, 최성모(2012) 합성반강접 CFT기둥-보 접합부 구조의 경제성평가, 한국강구조학회논문집, 한국강구조학회, 제24권, 제1호, pp.109-117. Kim, S.H., Bang, J.S., Park, Y.W., and Choi, S.M. (2012) The structural economical efficiency evaluation of partially restrained composite CFT column-tobeam connection, Journal of the Korean Society of Steel Construction, Vol. 24, No. 1, pp.109-117.
과학기술학회마을
DOI
ScienceOn
|
9 |
Lother, J.E. (1960) Advanced design in structural steel, Prentice-Hall, Englewood Cliffs, NJ.
|
10 |
Frye, M.J. and Morris, G.A. (1975) Analysis of Flexibly Connected Steel Frame, Canadian Journal of Civil Engineering, Vol. 2, pp.280-291.
DOI
|
11 |
ANSYS (2011) ANSYS multiphysics, Version 13.0, ANSYS Inc. Canonsburg, PA, USA.
|
12 |
AISC (2006) Manual of steel construction, American Institute of steel Construction, American Institute of steel Construtions, 13th Edition, American Institute of steel Construction, Chicago.
|
13 |
Richard, R.M. and Abbott, B.J. (1975) Versatile elastic-plastic stress-strain formula, Journal of Engineering Mechanics Division, ASCE, Vol. 101, pp.511-515.
|
14 |
Richard, R.M., Hsia, W.K., and Chmielowiec, M. (1988) Derived moment-rotation curves for double-framing angles, Computer and Structures, Vol. 3, pp.485-494.
|
15 |
Chen. W.F., and Lui, E.M. (1991) Stability Design of steel Frames, CRC Press.
|
16 |
Abolmaali, A., Kureti, A.R., and Razavi, H. (2003) Hysteresis behavior of semi-rigid double web angle steel connections, Journal of Constructional Steel Research, Vol. 59, pp.1057-1082.
DOI
ScienceOn
|