- Steel-Concrete Bond versus Primary Crack Opening in Reinforced Concrete Beams. Dans: KSCE Journal of Civil Engineering. :
- Effects of temperature on the deflection of cable-stayed bridges during cantilever erection. Dans: Structure and Infrastructure Engineering. :
- Steel–concrete bond deterioration in reinforced concrete tension members due to primary cracks. Dans: Structures, v. 56 (octobre 2023). (2023):
- Nonlinear steel strains in cracked RC beams based on bond-stress profiles. Dans: Materials and Structures, v. 55, n. 8 (16 septembre 2022). (2022):
- The effect of switching cracks on the vibration of a continuous beam bridge subjected to moving vehicles. Dans: Journal of Sound and Vibration, v. 339 (mars 2015). (2015):
- Stiffness Assessment of Cracked Reinforced Concrete Beams Based on a Fictitious Crack Model. Dans: KSCE Journal of Civil Engineering, v. 25, n. 2 (novembre 2020). (2020):
- Stiffness assessment of cracked post-tensioned concrete beams with unbonded tendons based on the cracking pattern. Dans: Engineering Structures, v. 214 (juillet 2020). (2020):
- (2016): Resonance of a Prestressed Concrete Bridge Under Trains. Présenté pendant: IABSE Conference: Bridges and Structures Sustainability - Seeking Intelligent Solutions, Guangzhou, China, 8-11 May 2016.
- Experimental investigation of damage identification for continuous railway bridges. Dans: Journal of Modern Transportation, v. 20, n. 1 (mars 2012). (2012):
- Dynamic behavior of a simply supported bridge with a switching crack subjected to seismic excitations and moving trains. Dans: Engineering Structures, v. 110 (mars 2016). (2016):