- Experimental Study on the Dynamic Characteristics of Steel Slit Dampers with and Without Out-of-Plane Deformation Restraints. Dans: International Journal of Steel Structures, v. 24, n. 4 (22 juin 2024). (2024):
- Maximum response prediction of base-isolated structure with a slip-type damper system preventing excessive displacement. Dans: Structures, v. 61 (mars 2024). (2024):
- Structural performance of H-type shear panel damper made of hot-rolled mild steel. Dans: Journal of Constructional Steel Research, v. 211 (décembre 2023). (2023):
- Seismic Acceleration Estimation Method at Arbitrary Position Using Observations and Machine Learning. Dans: KSCE Journal of Civil Engineering, v. 27, n. 2 (novembre 2022). (2022):
- Mechanical properties of shear-type hysteretic dampers supported by studs. Dans: Engineering Structures, v. 270 (novembre 2022). (2022):
- Mechanical characteristics of H-shaped shear panel damper fabricated by SPHC steel according to stiffener reinforcement and stud support installation. Dans: Structures, v. 42 (août 2022). (2022):
- Mechanical characteristics of circular hollow section damper under bidirectional cyclic loading. Dans: Journal of Constructional Steel Research, v. 194 (juillet 2022). (2022):
- Experimental study on seismic performance of steel slit damper under additional tensile load. Dans: Journal of Building Engineering, v. 50 (juin 2022). (2022):
- Cyclic behavior of shear-type hysteretic dampers with different cross-sectional shapes. Dans: Journal of Constructional Steel Research, v. 187 (décembre 2021). (2021):
- Experimental verification of seismic performance of built-up beam-to-column connections with ductile detail. Dans: Journal of Constructional Steel Research, v. 176 (janvier 2021). (2021):
- Structural performance of beam system with T-stub type slit damper. Dans: Engineering Structures, v. 205 (février 2020). (2020):
- Design range of the damper of a T-stub damage-controlled system. Dans: Journal of Constructional Steel Research, v. 162 (novembre 2019). (2019):
- A study to enhance the deformation capacity of beam-to-column connections using high strength steel having high yield ratio. Dans: International Journal of Steel Structures, v. 16, n. 1 ( 2016). (2016):