Tae Eun Lee
- 최대고유진동수를 갖는 변단면 중공 보-기둥의 최적단면 (Optimal Shape of Hollowed Beam-Columns with Variable Cross-Section Having Maximum Natural Frequency). In: Journal of Korean Society of Steel Construction (한국강구조학회 논문집), v. 32, n. 1 (29 February 2020). (2020):
- Free Vibration of Tapered Timoshenko Beams By Deformation Decomposition. In: International Journal of Structural Stability and Dynamics, v. 13, n. 2 (March 2013). (2013):
- Dynamic Optimal Arches With Constant Volume. In: International Journal of Structural Stability and Dynamics, v. 12, n. 6 (December 2012). (2012):
- Out-of-plane Free Vibrations of Circular Strips With Variable Breadth. In: International Journal of Structural Stability and Dynamics, v. 7, n. 3 (September 2007). (2007):
- Elasticas and Buckling Loads of Shear Deformable Tapered Columns. In: International Journal of Structural Stability and Dynamics, v. 5, n. 3 (September 2005). (2005):
- Novel Methods for Calculating Natural Frequencies and Buckling Loads of Columns With Intermediate Multiple Elastic Springs. In: International Journal of Structural Stability and Dynamics, v. 2, n. 4 (December 2002). (2002):
- Free vibrations of horizontally curved beams with constant volume. In: KSCE Journal of Civil Engineering, v. 18, n. 1 (November 2013). (2013):
- Planar free vibrations of horseshoe elliptic arch. In: KSCE Journal of Civil Engineering, v. 20, n. 4 (December 2014). (2014):
- Minimum-weight beams with shear strain energy. In: KSCE Journal of Civil Engineering, v. 16, n. 1 (December 2011). (2011):
- Numerical methods for determining strongest cantilever beam with constant volume. In: KSCE Journal of Civil Engineering, v. 16, n. 1 (December 2011). (2011):
- Elastica of shear-deformable tapered columns. In: KSCE Journal of Civil Engineering, v. 6, n. 2 (June 2002). (2002):
- Free vibrations of tapered beams with general boundary condition. In: KSCE Journal of Civil Engineering, v. 6, n. 3 (September 2002). (2002):
- Free vibrations of arches with inclusion of axial extension, shear deformation and rotatory inertia in Cartesian coordinates. In: KSCE Journal of Civil Engineering, v. 8, n. 1 (January 2004). (2004):