JKSCE
KSCE JOURNAL OF CIVIL AND
ENVIRONMENTAL ENGINEERING RESEARCH
KSCE
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ISSN : 1015-6348 (Print)
ISSN : 2799-9629 (Online)
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Journal of the Korean Society of Civil Engineers
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KSCE J. Civ. Environ. Eng. Res.
Open Access, Bi-monthly
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2023-10
(v.43 n.5)
10.12652/Ksce.2023.43.5.0577
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REF
References
1
"American Association of State and Highway Transportation Officials (AASHTO) (2012). AASHTO LRFD Bridge Design Specifications, 6th Ed., Washington, D.C."
2
"America Institute Steel Construction (AISC) (2005). Specification for structural steel buildings. Chicago, USA, American Institute of Steel Construction Inc."
3
"Cheon, J. U., Lee, S. H. and Kim, S. H. (2022). “A study on lateral torsional buckling in I-Section plate girder with concrete filled half pipe stiffener.” Journal of Korean Society of Steel Construction, KSSC, Vol. 34, No. 1, pp. 1-11, https://doi.org/10.7781/kjoss.2022.34.1.001 (in Korean)."
4
"Cho, E. Y. and Shin, D. K. (2013). “Flexural strength of HSB I-girder considering inelastic flange local buckling.” KSCE Journal of Civil and Environmental Engineering Research, KSCE, Vol. 33, No. 1, pp. 81-92, http://dx.doi.org/10.12652/Ksce.2013.33.1.081 (in Korean)."
5
"Choi, D. H., Yoo, H. and Lee, Y. S. (2010). “Application of a fictitious axial force factor to determine elastic and inelastic effective lengths for column members of steel frames.” KSCE Journal of Civil and Environmental Engineering Research, KSCE, Vol. 30, No. 2A, pp. 81-92 (in Korean)."
6
"Eurocode 3 (2003). Design of steel structures. Part 1-1: General rules and rules for buildings, ENV 1993-1-1, CEN."
7
"Kang, S. H., Han, M. Y. and Cho, B. D. (2012). “An experimental study of buckling behavior in built-up compression member with unsymmetric connectors I−Effect of distance of connecting members−.” KSCE Journal of Civil and Environmental Engineering Research, KSCE, Vol. 32, No. 4A, pp. 207-215, https://doi.org/10.12652/Ksce.2012.32.4A.207 (in Korean)."
8
"Kim, S. E. (1999). “Development of advanced analysis for steel frame accounting for lateral torsional buckling.” KSCE Journal of Civil and Environmental Engineering Research, KSCE, Vol. 19, No. I-3, pp. 427-434 (in Korean)."
9
"Korea Institute of Bridge and Structural Engineers (KIBSE) (2015). Commentary of Highway Bridge Design Standard (Limit State Design Method), Gunseoljeongbosa, Korea (in Korean)."
10
"Quadrato, C., Wang, W., Battistini, A., Wahr, A., Helwig, T., Frank, K. and Engelhardt, M. (2010). “Cross-frame connection details for skewed steel bridges.” FHWA/TX-11/0-5701-1, The University of Texas at Austin, USA."
11
"Shin, D. K. and Cho, E. Y. (2012). “Flexural strength of HSB plate girder with compact or noncompact web due to inelastic lateral-torsional buckling.” KSCE Journal of Civil and Environmental Engineering Research, KSCE, Vol. 32, No. 6A, pp. 399-409, https://doi.org/10.12652/Ksce.2012.32.6A.399 (in Korean)."
12
"Timoshenko, S. and Gere, J. M. (1985). “Theory of elasticity stability.” 2nd Ed., McGraw Hill Book Company, New York, USA, pp. 138-139."