Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
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

Journal Search

  1. Home
  2. All Issues
  3. 2019-02 (v.39 n.1)
  4. 10.12652/Ksce.2019.39.1.0123
XML PDF INFO REF
1 
ABAQUS (2013). Standard User's Manual, Version 6.7, Hibbit, Karlsson and Sorensen, Inc.
2 
American Institute of Steel Construction (2017). Steel Construction Manual, 15th Edition, AISC, USA.
3 
ASTM E8 / E8M (2013). Standard Test Methods for Tension Testing of Metallic Materials, ASTM International, West Conshohocken, PA, www.astm.org.
4 
Avery, P. and Mahendran, M. (2000). "Distributed plasticity analysis of steel frames structures comprising non-compact sections." Engineering Structures, Vol. 22, pp. 901-919.DOI
5 
Caddemi, S., Calio, I. and Cannizzaro, F. (2013). "Closed-form solutions for stepped Timoshenko beams with internal singularities and along-axis external supports." Archive of Applied Mechanics, Vol. 83, No. 4, pp. 559-577, DOI: 10.1007/s00419-012-0704-7.DOI
6 
Galambos, T. V. (1963). "Inelastic lateral buckling of beams." Journal of Structural Division, ASCE, Vol. 89, No. 5, pp. 217-244.
7 
Gelera, K. and Park, J. S. (2011). "Elastic lateral torsional buckling strength of monosymmetric stepped I-beams." KSCE Journal of Civil Engineering, KSCE, Vol. 16, No. 5, pp. 785-793, DOI: 10.1007/ s12205-012-1255-8.
8 
Hyundai Steel (2014). Online Products Guide. Seoul, Korea.
9 
Kabir, M. I. and Bhowmick, A. K. (2016). "Effect of geometric imperfection on lateral torsional buckling capacity of I-beams." 5th International Structural Specialty Conference, CSCE, London, England.
10 
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, Vol. 20, No. 2, pp. 237-246 (in Korean).
11 
KS D3503 (2011). Rolled steels for general structures, Korean Standards Association, South Korea.
12 
Kulinski, K. and Przybylski, J. (2015). "Buckling of stepped beams resting on an elastic foundation." Journal of Applied Mathematics and Computational Mechanics, Vol. 14, No. 4, pp. 115-126, DOI: 10.17512/jamcm.2015.4.11.DOI
13 
Lindner, J. (1974). "Influence of residual stress on load carrying- capacity of I-beams." Stahlbau, Vol. 43, pp. 39-45.
14 
Nicolas, L. A. and Park, J. S. (2016). "Inelastic buckling capacity of beams considering load height effect, stepped flanges, and compact or noncompact sections." International Journal of Steel Structures, Vol. 16, No. 4, pp. 1135-1148, DOI: 10.1007/s13296-016-0046-3.DOI
15 
Park, J. S. and Kang, Y. J. (2004). "Flexural-torsional buckling of stepped beams subjected to pure bending." KSCE Journal of Civil Engineering, KSCE, Vol. 8, No. 1, pp. 75-82, DOI: 10.1007/ BF02829083.
16 
Park, J. S. and Oh, J. J. (2009). "Lateral-torsional buckling strength of monosymmetric doubly stepped I-beam subjected to pure bending." Journal of the Korea Academia-Industrial Cooperation Society, Vol. 10, No. 5, pp. 1020-1025, DOI: 10.5762/KAIS. 2009.10.5.1020.
17 
Park, J. S. and Stallings, J. M. (2003). "Lateral torsional buckling of stepped beams." Journal of Civil Engineering, ASCE, Vol. 129, No. 11, pp. 1457-65, DOI: 10.1061/(ASCE)0733-9445(2003) 129:11(1457).
18 
Park, Y. S. and Park, J. S. (2013a). "A numerical study on inelastic lateral torsional buckling strength of doubly stepped and singly symmetric I-beam section subjected to uniform moment." Journal of the Korea Academia-Industrial Cooperation Society, Vol. 14, No. 7, pp. 3495-3501, DOI: 10.5762/KAIS.2013.14.7.3495 (in Korean).DOI
19 
Park, Y. S. and Park, J. S. (2013b). "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, Vol. 5, No. 11, pp. 211-216.DOI
20 
Patel, C. M. and Acharya, G. D. (2016). "Analytical determination of deflection of stepped cantilever rectangular beam under uniform load." Journal of Experimental & Applied Mechanics, Vol. 7, No. 2, pp. 1-8.
21 
Serna, M. A., Lopez, A., Puente, I. and Yong, D. J. (2006). "Equivalent uniform moment factors for lateral-torsional buckling of steel members." Journal of Constructional Steel Research, Elsevier, Vol. 62, pp. 566-580, DOI: 10.1016/j.jcsr.2005.09.001.DOI
22 
Son, J. M. and Park, J. S. (2012). "Inelastic lateral-torsional buckling strengths of stepped H-beams with noncompact flanges subjected to pure bending." Korean Society of Hazard Mitigation, Vol. 12, No. 1, pp. 53-60, DOI: 10.9798/KOSHAM.2012.12.1.053 (in Korean).DOI
23 
Surla, A. and Park, J. S. (2015). "Experimental and numerical investigation on LTB strengths of monosymmetric compact I-Beams with thickness-stepped-flanges." International Journal of Steel Structures, Vol. 15, No. 4, pp. 933-944, DOI: 10.1007/ s13296-015-1214-6.
24 
Surla, A., Gelera, K. and Park, J. S. (2013). "A study on the inelastic lateral torsional buckling of doubly and singly stepped I-beam with singly symmetric section subjected to design loading." International Journal of Digital Content Technology and its Applications, Vol. 7, No. 11, pp. 189-193.
25 
Trahair, N. S. and Kitipornchai, S. (1971). "Elastic lateral buckling of stepped I-beams." Journal of Structural Engineering, ASCE, Vol. 97, No. 10, pp. 2535-48.