Li-Hyung Lee
- Investigation of dynamic P-Δ effect on ductility factor. In: Structural Engineering and Mechanics, v. 12, n. 3 (September 2001). (2001):
- Inelastic analysis of RC beam-column subassemblages under various loading histories. In: Structural Engineering and Mechanics, v. 7, n. 1 (January 1999). (1999):
- Experimental study of stress evaluation of unbonded tendon under ultimate load. Presented at: IABSE Colloquium: Concrete Model Code for Asia - Structurae Concrete: Design, Materials and Construction, and Maintenance, Phuket, Thailand, 17-18 March 1999. (1999):
- Evaluation of Deformation Capacity for RC T-Shaped Cantilever Walls. In: Journal of Earthquake Engineering, v. 8, n. 3 ( 2004). (2004):
- Strength of Gapped K-connections with HSS and Longitudinal Double Plates. In: Advances in Structural Engineering, v. 11, n. 2 (April 2008). (2008):
- 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). (2002):
- Evaluation of the seismic performance of a three-story ordinary moment-resisting concrete frame. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 6 (May 2004). (2004):
- Hysteretic behavior of exterior post-tensioned flat plate connections. In: Engineering Structures, v. 28, n. 14 (December 2006). (2006):
- 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). (2002):
-
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
(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
(2000):