[20] Y. Y. Kim, G.-W. Jang, S. Choi, 2023, “Analysis of Thin-Walled Beams”, Springer Nature, 257.

[19] S. Choi, 2023, “Higher-Order I-Section Beam Analysis Using Recursive Analysis”, Trans. Korean Soc. Mech. Eng. A, 47(9), pp. 701-720.

[18] S. Choi, 2023, “Higher-Order Beam Analysis of Multiply-Connected Thin-Walled Box Beam Systems Subjected to In-Plane Loads”, Trans. Korean Soc. Mech. Eng. A, 47(5), pp. 427-446.

[17] C. E. Yeoh, M. S. Ahn, S. Choi*, H. Yi*, 2023, “Time Efficiency Improvement in Quadruped Walking with Supervised Training Joint Model”, Appl. Sci., 13(4), 2658.

[16] S. Choi and Y. Y. Kim, 2021, “Higher-order beam bending theory for static, free vibration, and buckling analysis of thin-walled rectangular hollow section beams”, Comput. Struct., 248, 106494.

[15] J. Kim, S. Choi*, Y. Y. Kim, and G.-W.* Jang, 2021, “Hierarchical Derivation of Orthogonal Cross-Section Modes for Thin-Walled Beams with Arbitrary Sections”, Thin-Walled Struct., 161, 107491.

[14] S. Choi and Y. Y. Kim, 2021, “Higher-Order Vlasov Torsion Theory for Thin-Walled Box Beams”, Int. J. Mech. Sci., 195, 106231.

[13] S. Choi and Y. Y. Kim, 2020, “Consistent Higher-Order Beam Theory for Thin-Walled Box Beams Using Recursive Analysis: Edge-Bending Deformation Under Doubly Symmetric Loads”, Eng. Struct., 206, 110129.

[12] S. Choi and Y. Y. Kim, 2019, “Consistent Higher-Order Beam Theory for Thin-Walled Box Beams Using Recursive Analysis: Membrane Deformation Under Doubly Symmetric Loads”, Eng. Struct., 197, 109430.

[11] D.-M. Kim, S. Choi, G.-W. Jang, and Y. Y. Kim, 2019, “Buckling Analysis of Thin-Walled Box Beams Under Arbitrary Loads with General Boundary Conditions Using Higher-Order Beam Theory”, J. Mech. Sci. Technol., 33, pp. 2289-2305.

[10] D. Shin, S. Choi, G.-W. Jang, and Y. Y. Kim, 2018, “Higher-Order Beam Theory for Static and Vibration Analysis of Composite Thin-Walled Box Beam”, Compos. Struct., 206, pp. 140-154.

[9] G.-W. Jang, N. L. Nguyen, S. Choi, J. Y. Kim, and Y. Y. Kim, 2018, “Analysis of Beam-Shell Structures for Concept Modeling Based on Higher-Order Beam Theory”, Comput. Struct., 195, pp. 16-33.

[8] D. Kwon, D.-M. Kim, S. Choi, H. S. Suh, Y. Y. Kim, H. S. Yoon, and K. Char, 2018, “Effect of the Orientation and Bending Stiffness of Nano Patterned Films on Wrinkling”, Macromol. Res., 26, pp. 374-379.

[7] I. S. Choi, G.-W. Jang, S. Choi, D. Shin, and Y. Y. Kim, 2017, “Higher Order Analysis of Thin-Walled Beams with Axially Varying Quadrilateral Cross Sections”, Comput. Struct., 179, pp. 127-139.

[6] S. Choi and Y. Y. Kim, 2016, “Exact Matching at a Joint of Multiply-Connected Box Beams Under Out-of-Plane Bending and Torsion”, Eng. Struct., 124, pp. 96-112.

[5] S. Choi and Y. Y. Kim, 2016, “Analysis of Two Box Beams-Joint Systems Under In-Plane Bending and Axial Loads by One-Dimensional Higher-Order Beam Theory”, Int. J. Solids Struct., 90, pp. 69-94.

[4] D.-M. Kim, S. I. Kim, S. Choi, G.-W. Jang, and Y. Y. Kim, 2016, “Topology Optimization of Thin-Walled Box Beam Structures Based on the Higher-Order Beam Theory”, Int. J. Numer. Methods Eng., 106(7), pp. 576-590.

[3] D. Shin, S. Choi, G.-W. Jang, and Y. Y. Kim, 2016, “Finite Element Beam Analysis of Tapered Thin-Walled Box Beams”, Thin-Walled Struct., 102, pp. 205-214.

[2] G.-W. Jang, S. Choi, and Y. Y. Kim, 2013, “Analysis of Three Thin-Walled Box Beams Connected at a Joint Under Out-of-Plane Bending Loads”, J. Eng. Mech., 139(10), pp. 1350-1361.