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Seung-Eock Kim

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  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 (März 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 (Oktober 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 (Dezember 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 (Februar 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 (Juni 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 (Juni 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 (Dezember 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 (Dezember 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 (Oktober 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 (Dezember 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 (Mai 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 (Juli 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 (Oktober 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 (Januar 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 (Mai 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 (Juli 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 (Juni 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 (Januar 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 (Dezember 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 (Januar 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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