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Seung-Eock Kim

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Nguyen, Ngoc-Vinh / Kim, Seung-Eock (2024): A new approach to estimate stress relaxation in a high strength steel wire using nanoindentation and finite element analysis. In: Structures, v. 61 (March 2024).

    https://doi.org/10.1016/j.istruc.2024.106016

  2. Nguyen, Mai Suong T. / Kim, Seung-Eock (2021): A hybrid machine learning approach in prediction and uncertainty quantification of ultimate compressive strength of RCFST columns. In: Construction and Building Materials, v. 302 (October 2021).

    https://doi.org/10.1016/j.conbuildmat.2021.124208

  3. Park, Jung-Woong / Kim, Seung-Eock (2008): Force transfer mechanisms for reliable design of reinforced concrete deep beams. In: Structural Engineering and Mechanics, v. 30, n. 1 (September 2008).

    https://doi.org/10.12989/sem.2008.30.1.077

  4. Park, Jung-Woong / Kim, Seung-Eock (2008): Nonlinear inelastic analysis of steel-concrete composite beam-columns using the stability functions. In: Structural Engineering and Mechanics, v. 30, n. 6 (December 2008).

    https://doi.org/10.12989/sem.2008.30.6.763

  5. Lee, Jaehong / Kim, Seung-Eock (2002): Free vibration of thin-walled composite beams with I-shaped cross-sections. In: Composite Structures, v. 55, n. 2 (February 2002).

    https://doi.org/10.1016/s0263-8223(01)00150-7

  6. Lee, Jaehong / Kim, Seung-Eock (2002): Lateral buckling analysis of thin-walled laminated channel-section beams. In: Composite Structures, v. 56, n. 4 (June 2002).

    https://doi.org/10.1016/s0263-8223(02)00022-3

  7. Tran, Loc V. / Abdel Wahab, M. / Kim, Seung-Eock (2017): An isogeometric finite element approach for thermal bending and buckling analyses of laminated composite plates. In: Composite Structures, v. 179 (November 2017).

    https://doi.org/10.1016/j.compstruct.2017.07.056

  8. Thai, Huu-Tai / Kim, Seung-Eock (2011): Levy-type solution for buckling analysis of orthotropic plates based on two variable refined plate theory. In: Composite Structures, v. 93, n. 7 (June 2011).

    https://doi.org/10.1016/j.compstruct.2011.01.012

  9. Kong, Zhengyi / Hong, Shaozheng / Vu, Quang-Viet / Cao, Xianlei / Kim, Seung-Eock / Yu, Bo (2020): New equations for predicting initial stiffness and ultimate moment of flush end-plate connections. In: Journal of Constructional Steel Research, v. 175 (December 2020).

    https://doi.org/10.1016/j.jcsr.2020.106336

  10. Thai, Duc-Kien / Kim, Seung-Eock / Bui, Tinh Quoc (2018): Modified empirical formulas for predicting the thickness of RC panels under impact loading. In: Construction and Building Materials, v. 169 (April 2018).

    https://doi.org/10.1016/j.conbuildmat.2018.02.211

  11. Nguyen, Phu-Cuong / Doan, Ngoc Tinh Nghiem / Ngo-Huu, Cuong / Kim, Seung-Eock (2014): Nonlinear inelastic response history analysis of steel frame structures using plastic-zone method. In: Thin-Walled Structures, v. 85 (December 2014).

    https://doi.org/10.1016/j.tws.2014.09.002

  12. Cao, Xianlei / Gu, Lixiang / Kong, Zhengyi / Zhao, Geng / Wang, Min / Kim, Seung-Eock / Jia, Dongyun / Ma, Cuiling (2019): Local buckling of 800 MPa high strength steel welded T-section columns under axial compression. In: Engineering Structures, v. 194 (September 2019).

    https://doi.org/10.1016/j.engstruct.2019.05.060

  13. Kim, Seung-Eock / Lee, Jaehong (2002): Improved refined plastic-hinge analysis accounting for lateral torsional buckling. In: Journal of Constructional Steel Research, v. 58, n. 11 (November 2002).

    https://doi.org/10.1016/s0143-974x(01)00068-2

  14. Thai, Huu-Tai / Kim, Seung-Eock (2009): Large deflection inelastic analysis of space trusses using generalized displacement control method. In: Journal of Constructional Steel Research, v. 65, n. 10-11 (October 2009).

    https://doi.org/10.1016/j.jcsr.2009.06.012

  15. Thai, Huu-Tai / Kim, Seung-Eock (2011): Nonlinear inelastic analysis of space frames. In: Journal of Constructional Steel Research, v. 67, n. 4 (April 2011).

    https://doi.org/10.1016/j.jcsr.2010.12.003

  16. Thai, Huu-Tai / Kim, Seung-Eock (2011): Nonlinear inelastic analysis of concrete-filled steel tubular frames. In: Journal of Constructional Steel Research, v. 67, n. 12 (December 2011).

    https://doi.org/10.1016/j.jcsr.2011.05.004

  17. Nguyen, Phu-Cuong / Kim, Seung-Eock (2013): Nonlinear elastic dynamic analysis of space steel frames with semi-rigid connections. In: Journal of Constructional Steel Research, v. 84 (May 2013).

    https://doi.org/10.1016/j.jcsr.2013.02.004

  18. Pham, Thai-Hoan / Kim, Seung-Eock (2015): Nanoindentation for investigation of microstructural compositions in SM490 steel weld zone. In: Journal of Constructional Steel Research, v. 110 (July 2015).

    https://doi.org/10.1016/j.jcsr.2015.02.020

  19. Nguyen, Phu-Cuong / Kim, Seung-Eock (2014): Nonlinear inelastic time-history analysis of three-dimensional semi-rigid steel frames. In: Journal of Constructional Steel Research, v. 101 (October 2014).

    https://doi.org/10.1016/j.jcsr.2014.05.009

  20. Kong, Zhengyi / Kim, Seung-Eock (2017): Moment-rotation behavior of top-and seat-angle connections with double web angles. In: Journal of Constructional Steel Research, v. 128 (January 2017).

    https://doi.org/10.1016/j.jcsr.2016.09.010

  21. Nguyen, Ngoc-Vinh / Pham, Thai-Hoan / Kim, Seung-Eock (2019): Microstructure and strain rate sensitivity behavior of SM490 structural steel weld zone investigated using indentation. In: Construction and Building Materials, v. 206 (May 2019).

    https://doi.org/10.1016/j.conbuildmat.2019.02.013

  22. Song, Weon-Keun / Kim, Seung-Eock / Ma, Sang Soo (2007): Nonlinear Analysis of Steel Cable-Stayed Bridges. In: Computer-Aided Civil and Infrastructure Engineering, v. 22, n. 5 (July 2007).

    https://doi.org/10.1111/j.1467-8667.2007.00492.x

  23. Kim, Seung-Eock / Park, Jung-Woong (2009): Inelastic Second-Order Analysis of Frame Structures Using the Stability-Based Beam-Column Element. In: Advances in Structural Engineering, v. 12, n. 4 (August 2009).

    https://doi.org/10.1260/136943309789508546

  24. Kim, Seung-Eock / Chen, Wai-Fah (1997): Further studies of practical advanced analysis for weak-axis bending. In: Engineering Structures, v. 19, n. 6 (June 1997).

    https://doi.org/10.1016/s0141-0296(96)00070-3

  25. Ngo-Huu, Cuong / Kim, Seung-Eock / Oh, Jung-Ryul (2007): Nonlinear analysis of space steel frames using fiber plastic hinge concept. In: Engineering Structures, v. 29, n. 4 (April 2007).

    https://doi.org/10.1016/j.engstruct.2006.06.008

  26. Kim, Seung-Eock / Kang, Kyung-Won / Lee, Dong-Ho (2003): Full-scale testing of space steel frame subjected to proportional loads. In: Engineering Structures, v. 25, n. 1 (January 2003).

    https://doi.org/10.1016/s0141-0296(02)00119-0

  27. Kim, Seung-Eock / Thai, Huu-Tai (2010): Nonlinear inelastic dynamic analysis of suspension bridges. In: Engineering Structures, v. 32, n. 12 (December 2010).

    https://doi.org/10.1016/j.engstruct.2010.08.027

  28. Kim, Seung-Eock / Kim, Moon Kyum / Chen, Wai-Fah (2000): Improved refined plastic hinge analysis accounting for strain reversal. In: Engineering Structures, v. 22, n. 1 (January 2000).

    https://doi.org/10.1016/s0141-0296(98)00079-0

  29. Kim, Seung-Eock / Lee, Jaehong (2001): Improved refined plastic-hinge analysis accounting for local buckling. In: Engineering Structures, v. 23, n. 8 (August 2001).

    https://doi.org/10.1016/s0141-0296(00)00105-x

  30. Kim, Seung-Eock / Chen, Wai-Fah (1999): Guidelines to unbraced frame design with LRFD. In: The Structural Design of Tall Buildings, v. 8, n. 4 ( 1999).

    https://doi.org/10.1002/(SICI)1099-1794(199912)8:4<273::AID-TAL135>3.0.CO;2-B

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