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Journal of the Korean Society of Civil Engineers

Journal of the Korean Society of Civil Engineers

ISO Journal TitleKSCE J. Civ. Environ. Eng. Res.
  • Open Access, Bi-monthly

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  3. 2013-03 (v.33 n.2)
  4. 10.12652/Ksce.2013.33.2.409
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1 
Aristizabal-Ochoa, J.D. (2004). "Column stability and minimum lateral bracing : effects of shear deformations" Journal of Engineering Mechanics, ASCE, Vol. 130, pp. 1223~1232.DOI
2 
Banerjee JR, Williams FW. (1994). "The effect of shear deformation on the critical bukling of columns" J. Sound and Vibration, 174(5), pp145~168.DOI
3 
Bathe, K. (1993). Finite element methods, Prentice-Hall, Englewood Cliffs, New Jersey, pp.110~113.
4 
Bridge RQ, Fraser DJ. (1987). "Improved G-factor method for evaluating effective lengths of Columns" J. Struct. Eng. ASCE, vol. 113, pp1341~1356.DOI
5 
Chen WF, Lui EM. (1987). Structural Stability, Elsvier Science Publishing Co., New York.
6 
Chen WF, Lui EM. (1991). Stability Design of Steel Frames, CRC Press, Inc., New York.
7 
Essa H.S. (1997). "Stability of columns in unbraced frames" J. Struct., Eng, ASCE, 123:952-957DOI
8 
Eurocode 3. (2004). Design of steel structures Part 1.1: General rules for buildings. CEN Brussels 2004, CEN Document EN 1993-1-1.
9 
Goto Y, Suzuki S., Chen WF. (1993). "Stability behavior of semi-rigid sway frames" Eng. Struct., 15(3):209- 219DOI
10 
Kato, S., Mutoh, I., and Shomura, M. (1998). "Collapse of semi-rigid jointed reticulated domes with initial geometric imperfections" Journal of Constructional Steel Research, Vol. 48, pp. 145~213.DOI
11 
Kishi N., Chen WF. and Goto, Y. (1997). "Effective length factor of columns in semi-rigid and unbraced frames" Journal of Structural Engineering, ASCE, Vol. 123, No.3, March, pp. 313~320.DOI
12 
Kishi N., Chen WF., Goto Y., Kimuro M. (1998). "Effective length factor of columns in flexible jointed and braced frames" J. Contr, Steel, Res, 47:93-118DOI
13 
Li, Q.S. and Mativo, J. (2003). "Approximate estimation of the maximum load of semi-rigid steel frames" Journal of Constructional Steel Research, Vol. 54, pp. 213~238.DOI
14 
LRFD (1999). Load and resistance factor design specification for structural steel buildings. Chicago : American Institute of Steel Construction Inc. USA.
15 
Mageirou, G.E., and Gantes, C.J. (2006). "Buckling strength of multi-story sway, non-sway and partially-sway frames with semi-rigid connections" Journal of Constructional Steel Research, Vol. 62, August, pp. 893~905.DOI
16 
Raftoyannis, I.G (2005). "The effect of semi-rigid joints and an elastic bracing system on the buckling load of simple rectangular steel frames" Journal of Constructi onal Steel Research, Vol. 61, pp. 1205~1225.DOI
17 
Sekulovic, M., and Salatic, R. (2001). "Nonlinear analysis of frames with flexible connections" Computer & Structures, Vol. 79, pp. 1097~1107.DOI
18 
Jin M.S., Kyung Y.S., Kim M.Y.(2004). "Determination of effective buckling length of plane frames" KSCE, Vol. 24, 3A, pp. 509~516.
19 
Min B.C., Min D.J., Jung M.R., Kim M.Y.(2011). "Stability analysis of shear-flexible and semi-rigid plane frames" KSCE, Vol. 31, 1A, pp. 9~18 (in Korean).