Yoshihiro Kimura
- (2024): Rotational Stiffening Performance of Roof Folded Plates in Torsion Tests and the Stiffening Effect of Roof Folded Plates on the Lateral Buckling of H Beams in Steel Structures. In: Buildings, v. 14, n. 4 (27 März 2024).
- Rotation Capacity of I-Shaped Beams with Concrete Slab in Buckling-Restrained Braced Frames. In: Journal of Structural Engineering (ASCE), v. 150, n. 1 (Januar 2024). (2024):
- (2023): Structural Damage Detection Technique of Secondary Building Components Using Piezoelectric Sensors. In: Buildings, v. 13, n. 9 (23 August 2023).
- Mechanical Performance of Puzzle-Shaped Shear Connectors Subjected to Fully Reversed Cyclic Stress. In: Journal of Structural Engineering (ASCE), v. 149, n. 7 (Juli 2023). (2023):
- Cyclic Behavior of Steel-Concrete Composite Dowel by Clothoid-Shaped Shear Connectors under Fully Reversed Cyclic Stress. In: Journal of Advanced Concrete Technology, v. 21, n. 2 (11 Februar 2023). (2023):
- Estimation of ultimate capacities of Moment-Resisting Frame’s subassemblies with Mid-Storey Pin connection based on elastoplastic local buckling. In: Structures, v. 48 (Februar 2023). (2023):
- Steel Braced Frame Composite Column Connection Behavior. Vorgetragen bei: 2001 Structures Congress and Exposition, Washington, D.C., May 21-23, 2001. (2001):
- Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections. In: Journal of Structural Engineering (ASCE), v. 149, n. 2 (Februar 2023). (2023):
- Estimation of elastoplastic local buckling capacities and novel classification of I-beams based on beam’s elastic local buckling strength. In: Structures, v. 39 (Mai 2022). (2022):
- Identifying damage mechanisms of gymnasium structure damaged by the 2011 Tohoku earthquake based on biaxial excitation. In: Structures, v. 35 (Januar 2022). (2022):
- Ultimate shear strength of perfobond shear connectors subjected to fully reversed cyclic loading. In: Engineering Structures, v. 248 (Dezember 2021). (2021):
- Mechanical performance of stud connection in steel-concrete composite beam under reversed stress. In: Engineering Structures, v. 249 (Dezember 2021). (2021):
- Cyclic Behavior of Perfobond-Shear Connectors Subjected to Fully Reversed Cyclic Loading. In: Journal of Structural Engineering (ASCE), v. 147, n. 3 (März 2021). (2021):
- Rotation Capacity of I-Shaped Beams under Alternating Axial Forces Based on Buckling-Mode Transitions. In: Journal of Structural Engineering (ASCE), v. 146, n. 6 (Juni 2020). (2020):
- Restraint Performance of Stud Connection during Lateral-Torsional Buckling under Synchronized In-Plane Displacement and Out-of-Plane Rotation. In: Journal of Structural Engineering (ASCE), v. 146, n. 4 (April 2020). (2020):
- Estimation of plastic deformation capacity for I-shaped beams with local buckling under compressive and tensile forces. In: Japan Architectural Review, v. 2, n. 1 (Januar 2019). (2019):
- Rotation capacity of I‐shaped beams collapsed with lateral‐torsional buckling under reversed axial forces. In: Japan Architectural Review, v. 2, n. 4 (September 2019). (2019):
- Cyclic Behavior of Component Model of Composite Beam Subjected to Fully Reversed Cyclic Loading. In: Journal of Structural Engineering (ASCE), v. 145, n. 4 (April 2019). (2019):
- Brace-Beam-Column Connections for Concentrically Braced Frames with Concrete Filled Tube Columns. In: Journal of Structural Engineering (ASCE), v. 130, n. 2 (Februar 2004). (2004):
- Effect of Column Stiffness on Braced Frame Seismic Behavior. In: Journal of Structural Engineering (ASCE), v. 130, n. 3 (März 2004). (2004):
- 11.52: Local buckling behavior and plastic deformation capacity of H-shaped beams under reversed axial forces. In: ce/papers, v. 1, n. 2-3 (September 2017). (2017):