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Yoshihiro Kimura

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Yoshino, Yuki / Kimura, Yoshihiro (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 March 2024).

    https://doi.org/10.3390/buildings14041158

  2. Suzuki, Atsushi / Kimura, Yoshihiro / Matsuda, Yoriyuki / Kasai, Kazuhiko (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 (January 2024).

    https://doi.org/10.1061/jsendh.steng-12550

  3. Suzuki, Atsushi / Liao, Wang / Shibata, Daiki / Yoshino, Yuki / Kimura, Yoshihiro / Shimoi, Nobuhiro (2023): Structural Damage Detection Technique of Secondary Building Components Using Piezoelectric Sensors. In: Buildings, v. 13, n. 9 (23 August 2023).

    https://doi.org/10.3390/buildings13092368

  4. Suzuki, Atsushi / Hiraga, Keigo / Kimura, Yoshihiro (2023): Mechanical Performance of Puzzle-Shaped Shear Connectors Subjected to Fully Reversed Cyclic Stress. In: Journal of Structural Engineering (ASCE), v. 149, n. 7 (July 2023).

    https://doi.org/10.1061/jsendh.steng-12261

  5. Suzuki, Atsushi / Hiraga, Keigo / Kimura, Yoshihiro (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 February 2023).

    https://doi.org/10.3151/jact.21.76

  6. Fujak, Szymon M. / Suzuki, Atsushi / Kimura, Yoshihiro (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 (February 2023).

    https://doi.org/10.1016/j.istruc.2022.12.072

  7. Kimura, Yoshihiro / MacRae, Gregory / Roeder, Charles W. (2001): Steel Braced Frame Composite Column Connection Behavior. Presented at: 2001 Structures Congress and Exposition, Washington, D.C., May 21-23, 2001.

    https://doi.org/10.1061/40558(2001)173

  8. Suzuki, Atsushi / Kimura, Yoshihiro (2023): 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 (February 2023).

    https://doi.org/10.1061/jsendh.steng-11745

  9. Fujak, Szymon M. / Kimura, Yoshihiro / Suzuki, Atsushi (2022): Estimation of elastoplastic local buckling capacities and novel classification of I-beams based on beam’s elastic local buckling strength. In: Structures, v. 39 (May 2022).

    https://doi.org/10.1016/j.istruc.2022.03.054

  10. Suzuki, Atsushi / Fujita, Tomomi / Kimura, Yoshihiro (2022): Identifying damage mechanisms of gymnasium structure damaged by the 2011 Tohoku earthquake based on biaxial excitation. In: Structures, v. 35 (January 2022).

    https://doi.org/10.1016/j.istruc.2021.11.010

  11. Suzuki, Atsushi / Suzuki, Kaho / Kimura, Yoshihiro (2021): Ultimate shear strength of perfobond shear connectors subjected to fully reversed cyclic loading. In: Engineering Structures, v. 248 (December 2021).

    https://doi.org/10.1016/j.engstruct.2021.113240

  12. Suzuki, Atsushi / Kimura, Yoshihiro (2021): Mechanical performance of stud connection in steel-concrete composite beam under reversed stress. In: Engineering Structures, v. 249 (December 2021).

    https://doi.org/10.1016/j.engstruct.2021.113338

  13. Suzuki, Atsushi / Abe, Kanako / Suzuki, Kaho / Kimura, Yoshihiro (2021): Cyclic Behavior of Perfobond-Shear Connectors Subjected to Fully Reversed Cyclic Loading. In: Journal of Structural Engineering (ASCE), v. 147, n. 3 (March 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0002955

  14. Suzuki, Atsushi / Kimura, Yoshihiro / Kasai, Kazuhiko (2020): 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 (June 2020).

    https://doi.org/10.1061/(asce)st.1943-541x.0002623

  15. Suzuki, Atsushi / Abe, Kanako / Kimura, Yoshihiro (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).

    https://doi.org/10.1061/(asce)st.1943-541x.0002582

  16. Kimura, Yoshihiro / Suzuki, Atsushi / Kasai, Kazuhiko (2019): 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 (January 2019).

    https://doi.org/10.1002/2475-8876.12066

  17. Suzuki, Atsushi / Kimura, Yoshihiro / Kasai, Kazuhiko (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).

    https://doi.org/10.1002/2475-8876.12108

  18. Suzuki, Atsushi / Kimura, Yoshihiro (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).

    https://doi.org/10.1061/(asce)st.1943-541x.0002294

  19. MacRae, Gregory / Roeder, Charles W. / Gunderson, Chad / Kimura, Yoshihiro (2004): Brace-Beam-Column Connections for Concentrically Braced Frames with Concrete Filled Tube Columns. In: Journal of Structural Engineering (ASCE), v. 130, n. 2 (February 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:2(233)

  20. MacRae, Gregory A. / Kimura, Yoshihiro / Roeder, Charles (2004): Effect of Column Stiffness on Braced Frame Seismic Behavior. In: Journal of Structural Engineering (ASCE), v. 130, n. 3 (March 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:3(381)

  21. Suzuki, Atsushi / Kimura, Yoshihiro / Kasai, Kazuhiko (2017): 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).

    https://doi.org/10.1002/cepa.379

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