1 |
Kim, J.M, Kim, S.J, Park, J.S. and Kang, Y.J. (2008), "A study on inelastic lateral-torsional buckling of stepped I-beams subjected to pure bending", Journal of Korean Society of Steel construction, KSSC, 20(2), 1-10.
과학기술학회마을
|
2 |
Kirby, P.A. and Nethercot, D.A. (1979), Designfor Structural Stability, Wiley, New York
|
3 |
Kitipomchai, S. and Trahair, N.S. (1975), "Inelastic buckling of simply supported steel I-beams", Journal of the Structural Division, ASCE, 101,(7), 1333-1347.
|
4 |
Lellep, J. and Kraav, T. (2011), "Elastic buckling of stepped beams with cracks", Institute of Mathematics, University of Tartu, 1-6.
|
5 |
Li, X. (2007), "Flexural strength for general lateral-torsional buckling", Journal of Structural Engineering, ASCE, 133(5), 674-682.
DOI
ScienceOn
|
6 |
MINITAB 14 (2007), Statistic, Minitap Inc.
|
7 |
Mohebkah, A. (2010), "Lateral buckling resistance of inelastic I-beams under off-shear center loading", Thin-Walled Structures, 49, 431-436.
|
8 |
Mohebkhah, A. and Chegeni, B. (2012), "Local-global interactive buckling of built-up I-beam sections", Thin-Walled Structures, 56,33-37.
DOI
ScienceOn
|
9 |
Nawaz, R. (2009), "Equivalent uniform moment factors for lateral torsional buckling of steel beams", Master of Engineering Report in Structural Engineering, University of Alberta, Alberta.
|
10 |
Nethercot, D.A and Trahair, NS. (1976), "Inelastic lateral buckling of determinate beams", Journal of Structural Division, ASCE, 102(4), 701-717.
|
11 |
Pi, Y.L. and Trahair, N.S. (1995), "Inelastic torsion of steel I-beams", Journal of Structural Engineering, ASCE, 121(22), 609-620.
DOI
ScienceOn
|
12 |
Park, J.S. and Park, Y.S. (2013), "An experimental study on inelastic lateral-torsional buckling strength of monosymmetric stepped I-beam subjected to a concentrated load", International Journal of Advancements in Computing Technology, 5(11), 211-216.
DOI
|
13 |
American Institute of Steel Construction (2010), Specifications, Chicago, Illinois.
|
14 |
Hyundai Steel (2006), Korea Standard for Allowable Manufacturing Dimensions.
|
15 |
Park, J.S. and Stallings, J.M. (2003), "Lateral-torsional buckling of stepped beams", Journal of Structural Engineering, ASCE, 60(2), 147-160.
|
16 |
American Association of State Highway and Transportation Officials (AASHTO) (2010), llIFD Bridge Design Specifications, Washington, D. C.
|
17 |
ABAQUS (2011), Standard Users Manual, Hibbit, Karlsson and Sorensen, Inc., Version 6.7.
|
18 |
Park, J.S. and Stallings, J.M. (2005), "Lateral-torsional buckling of stepped beams with continuous bracing", Journal of Bridge Engineering, ASCE, 10(1), 87-95.
DOI
|
19 |
Serna, M.A., Lopes, A., Puente, I. and Yong, D.J. (2006), "Equivalent uniform moment factors for lateral torsional buckling of steel members", Journal of Constructional Steel Research, 62, 566-580.
DOI
ScienceOn
|
20 |
Trahair, N S. (1993), Flexural Torsional Buckling of Structures, CRC Press, Boca Raton, FL.
|
21 |
Trahair, N.S. (2011), "Inelastic buckling design of monosymmetric I-beams", Engineering Structures, 34, 564-571.
|
22 |
Trahair, N.S. and Kitipomchai, S. (1971), "Elastic lateral buckling of stepped I-beams", Journal of Structural Engineering, ASCE, 97(10), 2535-2548.
|