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Byung H. Choi ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Choi, Byung H. / Diep, Hung Thanh / Moon, Jiho (2024): Flexural Performance of Prefabricated Composite Girders along with Precast Deck-to-Girder Continuous Connections. Dans: International Journal of Steel Structures, v. 24, n. 1 (janvier 2024).

    https://doi.org/10.1007/s13296-023-00802-7

  2. Diep, Hung Thanh / Jang, Minseo / Moon, Jiho / Choi, Byung H. (2022): Numerical Analysis on Plastic Moment Capacity of Prefabricated Steel Girders with Injection Channel Connections. Dans: International Journal of Steel Structures, v. 22, n. 6 (21 septembre 2022).

    https://doi.org/10.1007/s13296-022-00648-5

  3. Choi, Byung H. / Andico, Arriane Nicole P. / Choi, Sang Hyun (2020): Local buckling of longitudinally stiffened plates with rotational stiffness of closed-section ribs. Dans: Journal of Constructional Steel Research, v. 167 (avril 2020).

    https://doi.org/10.1016/j.jcsr.2019.105876

  4. Moon, Jiho / Yi, Jong-Won / Choi, Byung H. / Lee, Hak-Eun (2009): Lateral–torsional buckling of I-girder with corrugated webs under uniform bending. Dans: Thin-Walled Structures, v. 47, n. 1 (janvier 2009).

    https://doi.org/10.1016/j.tws.2008.04.005

  5. Choi, Byung H. / Yoo, Chai H. (2005): Strength of Stiffened Flanges in Horizontally Curved Box Girders. Dans: Journal of Engineering Mechanics (ASCE), v. 131, n. 2 (février 2005).

    https://doi.org/10.1061/(asce)0733-9399(2005)131:2(167)

  6. Andico, Arriane Nicole P. / Park, Yong-Myung / Choi, Byung H. (2018): Buckling Strength Increment of Curved Panels Due to Rotational Stiffness of Closed-Section Ribs Under Uniaxial Compression. Dans: International Journal of Steel Structures, v. 18, n. 4 ( 2018).

    https://doi.org/10.1007/s13296-018-0141-8

  7. Moreno, Lorenz B. / Park, Yong-Myung / Choi, Sanghyun / Choi, Byung H. (2019): Rotational Stiffness Requirements of Closed-Section Stiffeners for Buckling Strength Increment of Stiffened Plates Under Uniaxial Compression. Dans: International Journal of Steel Structures, v. 19, n. 6 ( 2019).

    https://doi.org/10.1007/s13296-019-00240-4

  8. Choi, Byung H. / Moreno, Lorenz B. / Lim, Churl-Soo / Nguyen, Duy-Duan / Lee, Tae-Hyung (2019): Seismic Performance Evaluation of a Fully Integral Concrete Bridge with End-Restraining Abutments. Dans: Advances in Civil Engineering, v. 2019 ( 2019).

    https://doi.org/10.1155/2019/6873096

  9. Moon, Jiho / Yi, Jongwon / Choi, Byung H. / Lee, Hak-Eun (2009): Shear strength and design of trapezoidally corrugated steel webs. Dans: Journal of Constructional Steel Research, v. 65, n. 5 (mai 2009).

    https://doi.org/10.1016/j.jcsr.2008.07.018

  10. Park, Yong-Myung / Hwang, Soon-yong / Hwang, Min-oh / Choi, Byung H. (2010): Inelastic buckling of torsionally braced I-girders under uniform bending: I. Numerical parametric studies. Dans: Journal of Constructional Steel Research, v. 66, n. 2 (février 2010).

    https://doi.org/10.1016/j.jcsr.2009.08.001

  11. Choi, Byung H. / Park, Yong-Myung (2010): Inelastic buckling of torsionally braced I-girders under uniform bending, II: Experimental study. Dans: Journal of Constructional Steel Research, v. 66, n. 8-9 (août 2010).

    https://doi.org/10.1016/j.jcsr.2010.02.005

  12. Joo, Hyun Sung / Moon, Jiho / Choi, Byung H. / Lee, Hak-Eun (2013): Rotational capacity and optimum bracing point of high strength steel I-girders. Dans: Journal of Constructional Steel Research, v. 88 (septembre 2013).

    https://doi.org/10.1016/j.jcsr.2013.05.008

  13. Park, Jong S. / Yoon, Dong Y. / Choi, Byung H. (2005): Moment gradient modifier of continuously braced nonuniform beams with top flange loading. Dans: KSCE Journal of Civil Engineering, v. 9, n. 2 (mars 2005).

    https://doi.org/10.1007/bf02829066

  14. Yi, Gyu-Sei / Kim, Jin Kook / Choi, Byung H. (2017): Inelastic moment-rotation response of 690 MPa grade steel I-section girders. Dans: International Journal of Steel Structures, v. 17, n. 4 ( 2017).

    https://doi.org/10.1007/s13296-017-1230-9

  15. Choi, Byung H. / Lee, Tae-Hyung / Park, Yong-Myung (2014): Torsional stiffness requirements for diaphragm bracing of discretely braced I-girders. Dans: International Journal of Steel Structures, v. 14, n. 2 ( 2014).

    https://doi.org/10.1007/s13296-014-2015-z

  16. Park, Yongmyung / Joe, Woomdoji / Park, Jaebong / Hwang, Minoh / Choi, Byung H. (2012): An experimental study on after-fracture redundancy of continuous span two-girder bridges. Dans: International Journal of Steel Structures, v. 12, n. 1 ( 2012).

    https://doi.org/10.1007/s13296-012-1001-6

  17. Choi, Byung H. / Hwang, Min-oh / Yoon, Tae-Yang / Yoo, Chai H. (2009): Experimental study of inelastic buckling strength and stiffness requirements for longitudinally stiffened panels. Dans: Engineering Structures, v. 31, n. 5 (mai 2009).

    https://doi.org/10.1016/j.engstruct.2009.01.010

  18. Choi, Byung H. / Park, Young-Suk / Yoon, Tae-Yang (2008): Experimental study on the ultimate bending resistance of steel tub girders with top lateral bracing. Dans: Engineering Structures, v. 30, n. 11 (novembre 2008).

    https://doi.org/10.1016/j.engstruct.2008.04.014

  19. Choi, Byung H. / Kang, Young J. / Yoo, Chai H. (2007): Stiffness requirements for transverse stiffeners of compression panels. Dans: Engineering Structures, v. 29, n. 9 (septembre 2007).

    https://doi.org/10.1016/j.engstruct.2006.11.002

  20. Choi, Byung H. / Kim, Jung J. / Lee, Tae-Hyung (2015): Bending Stiffness Requirement for Closed-Section Longitudinal Stiffeners of Isotropic Material Plates under Uniaxial Compression. Dans: Journal of Bridge Engineering (ASCE), v. 20, n. 7 (juillet 2015).

    https://doi.org/10.1061/(asce)be.1943-5592.0000689

  21. Yoo, Chai H. / Choi, Byung H. / Ford, Elizabeth M. (2001): Stiffness Requirements for Longitudinally Stiffened Box-Girder Flanges. Dans: Journal of Structural Engineering (ASCE), v. 127, n. 6 (juin 2001).

    https://doi.org/10.1061/(asce)0733-9445(2001)127:6(705)

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