Li-Hyung Lee
- (2001): Investigation of dynamic P-Δ effect on ductility factor. In: Structural Engineering and Mechanics, v. 12, n. 3 (September 2001).
- (1999): Inelastic analysis of RC beam-column subassemblages under various loading histories. In: Structural Engineering and Mechanics, v. 7, n. 1 (Januar 1999).
- (1999): Experimental study of stress evaluation of unbonded tendon under ultimate load. Vorgetragen bei: IABSE Colloquium: Concrete Model Code for Asia - Structurae Concrete: Design, Materials and Construction, and Maintenance, Phuket, Thailand, 17-18 March 1999.
- (2004): Evaluation of Deformation Capacity for RC T-Shaped Cantilever Walls. In: Journal of Earthquake Engineering, v. 8, n. 3 ( 2004).
- (2008): Strength of Gapped K-connections with HSS and Longitudinal Double Plates. In: Advances in Structural Engineering, v. 11, n. 2 (April 2008).
- (2002): Effect of boundary element details on the seismic deformation capacity of structural walls. In: Earthquake Engineering and Structural Dynamics, v. 31, n. 8 (August 2002).
- (2004): Evaluation of the seismic performance of a three-story ordinary moment-resisting concrete frame. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 6 (Mai 2004).
- (2006): Hysteretic behavior of exterior post-tensioned flat plate connections. In: Engineering Structures, v. 28, n. 14 (Dezember 2006).
- (2002): Prediction of shear-lag effects in framed-tube structures with internal tube(s). In: The Structural Design of Tall Buildings, v. 11, n. 2 ( 2002).
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(2000): Experimental formula for the fundamental period of RC buildings with shear-wall dominant systems. In: The Structural Design of Tall Buildings, v. 9, n. 4 ( 2000).
https://doi.org/10.1002/1099-1794(200009)9:4<295::aid-tal153>3.0.co;2-9
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(2000): Method of selecting design earthquake ground motions for tall buildings. In: The Structural Design of Tall Buildings, v. 9, n. 3 ( 2000).
https://doi.org/10.1002/1099-1794(200006)9:3<201::aid-tal136>3.0.co;2-z
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