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Young Mook Yun ORCID

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

  1. Yun, Young Mook / Lee, You Jong / Kim, Seung Hwan (2024): Optimum Strut-and-Tie Models for Reinforced Concrete Beams. In: KSCE Journal of Civil Engineering, v. 28, n. 5 (Februar 2024).

    https://doi.org/10.1007/s12205-024-0484-y

  2. Yun, Young Mook / Lee, Youjong (2021): Strengths of Struts and Nodal Zones for Strut-and-Tie Model Design of Reinforced Concrete Corbels. In: Civil Engineering Journal, v. 7, n. 8 (1 August 2021).

    https://doi.org/10.28991/cej-2021-03091725

  3. Yun, Young Mook / Kang, Moon Myung / Lee, Mal Suk (2006): Optimum design of plane steel frames with PR-connections using refined plastic hinge analysis and genetic algorithm. In: Structural Engineering and Mechanics, v. 23, n. 4 (Juli 2006).

    https://doi.org/10.12989/sem.2006.23.4.387

  4. Yun, Young Mook (2005): Strut-tie model evaluation of behavior and strength of pre-tensioned concrete deep beams. In: Computers and Concrete, v. 2, n. 4 (August 2005).

    https://doi.org/10.12989/cac.2005.2.4.267

  5. Yun, Young Mook / Chae, Hyun-Soo / Ramirez, Julio Alfonso (2019): A Three-Dimensional Strut-and-Tie Model for a Four-Pile Reinforced Concrete Cap. In: Journal of Advanced Concrete Technology, v. 17, n. 7 (Juli 2019).

    https://doi.org/10.3151/jact.17.365

  6. Yun, Young Mook / Chae, Hyun Soo (2019): An optimum indeterminate strut-and-tie model for reinforced concrete corbels. In: Advances in Structural Engineering, v. 22, n. 4 (Februar 2019).

    https://doi.org/10.1177/1369433219845689

  7. Yun, Young Mook (2000): Computer Graphics for Nonlinear Strut-Tie Model Approach. In: Journal of Computing in Civil Engineering, v. 14, n. 2 (April 2000).

    https://doi.org/10.1061/(asce)0887-3801(2000)14:2(127)

  8. Chae, Hyun Soo / Yun, Young Mook (2015): Strength of Concrete Struts for Strut-Tie Model Design of Reinforced Concrete Beams with Shear Span-to-Effective Depth Ratio of Less than 3.0. In: Journal of Advanced Concrete Technology, v. 13, n. 10 ( 2015).

    https://doi.org/10.3151/jact.13.449

  9. Yun, Young Mook / Cho, Chang-Geun (2005): Prediction of Behavior and Shear Strength of Reinforced Concrete Beams Using Nonlinear Strut-Tie Model Approach. In: Journal of Advanced Concrete Technology, v. 3, n. 2 ( 2005).

    https://doi.org/10.3151/jact.3.309

  10. Yun, Young Mook (2005): Evaluation of Ultimate Strength of Post-Tensioned Anchorage Zones. In: Journal of Advanced Concrete Technology, v. 3, n. 1 ( 2005).

    https://doi.org/10.3151/jact.3.149

  11. Yun, Young Mook / Kim, Byunghun / Ramirez, Julio A. (2018): Three-Dimensional Grid Strut-and-Tie Model Approach in Structural Concrete Design. In: ACI Structural Journal, v. 115, n. 1 (Januar 2018).

    https://doi.org/10.14359/51700791

  12. Kim, Byung Hun / Yun, Young Mook (2010): A Second-Order Inelastic Analysis of Plane Steel Frames Using a Work-Increment-Control Solution Technique. In: Advances in Structural Engineering, v. 13, n. 6 (Dezember 2010).

    https://doi.org/10.1260/1369-4332.13.6.1033

  13. Yun, Young Mook / Ramirez, Julio A. (1996): Strength of Struts and Nodes in Strut-Tie Model. In: Journal of Structural Engineering (ASCE), v. 122, n. 1 (Januar 1996).

    https://doi.org/10.1061/(asce)0733-9445(1996)122:1(20)

  14. Yun, Young Mook / Kim, Byung Hun (2005): Optimum Design of Plane Steel Frame Structures Using Second-Order Inelastic Analysis and a Genetic Algorithm. In: Journal of Structural Engineering (ASCE), v. 131, n. 12 (Dezember 2005).

    https://doi.org/10.1061/(asce)0733-9445(2005)131:12(1820)

  15. Yun, Young Mook (2006): Strength of Two-Dimensional Nodal Zones in Strut–Tie Models. In: Journal of Structural Engineering (ASCE), v. 132, n. 11 (November 2006).

    https://doi.org/10.1061/(asce)0733-9445(2006)132:11(1764)

  16. Yun, Young Mook / Kim, Byung Hun (2008): Two-Dimensional Grid Strut-Tie Model Approach for Structural Concrete. In: Journal of Structural Engineering (ASCE), v. 134, n. 7 (Juli 2008).

    https://doi.org/10.1061/(asce)0733-9445(2008)134:7(1199)

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