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Publicité

Yong-Myung Park

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. Park, Yong-Myung / Joe, Woom-Do-Ji / Hwang, Min-oh / Yoon, Tae-Yang (2007): After-fracture redundancy in simple span two-girder steel bridge. Dans: Structural Engineering and Mechanics, v. 27, n. 6 (décembre 2007).

    https://doi.org/10.12989/sem.2007.27.6.651

  2. Hwang, Won-Sup / Kim, Young-Pil / Park, Yong-Myung (2004): Evaluation of shear lag parameters for beam-to-column connections in steel piers. Dans: Structural Engineering and Mechanics, v. 17, n. 5 (mai 2004).

    https://doi.org/10.12989/sem.2004.17.5.691

  3. Choi, Chang-Koon / Lee, Phill-Seung / Park, Yong-Myung (1999): Defect-free 4-node flat shell element: NMS-4F element. Dans: Structural Engineering and Mechanics, v. 8, n. 2 (août 1999).

    https://doi.org/10.12989/sem.1999.8.2.207

  4. Park, Yong-Myung / Choi, Chang-Koon (1997): The patch tests and convergence for nonconforming Mindlin plate bending elements. Dans: Structural Engineering and Mechanics, v. 5, n. 4 (juillet 1997).

    https://doi.org/10.12989/sem.1997.5.4.471

  5. Park, Yong-Myung / Hwang, Won-Sup / Yoon, Tae-Yang / Hwang, Min-oh (2005): A new base plate system using deformed reinforcing bars for concrete filled tubular column. Dans: Steel and Composite Structures, v. 5, n. 5 (octobre 2005).

    https://doi.org/10.12989/scs.2005.5.5.375

  6. Park, Yong-Myung / Jeon, Myeong-Hui / Choi, Myung-Kuk / Kim, Cheol-Hwan / Kim, In-Gi (2012): 전단력을 받는 선설치 앵커볼트의 콘크리트 파열파괴강도 평가 연구 (A Study on the Concrete Breakout Capacity of CIP Anchor Bolts under Shear Loading). Dans: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 24, n. 2 (avril 2012).

    https://doi.org/10.7781/kjoss.2012.24.2.207

  7. 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

  8. 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

  9. 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

  10. 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

  11. Choi, Chang-Koon / Park, Yong-Myung (1989): Nonconforming transition plate bending elements with variable mid-side nodes. Dans: Computers & Structures, v. 32, n. 2 (janvier 1989).

    https://doi.org/10.1016/0045-7949(89)90041-2

  12. 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

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