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Fuminobu Ozaki ORCID

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Liu, Ying / Ozaki, Fuminobu: Post-fire shear strengths of drilling screws and post-fire transitions of failure modes for screwed connections. Dans: Journal of Structural Fire Engineering.

    https://doi.org/10.1108/jsfe-02-2024-0006

  2. Ozaki, Fuminobu / Iwai, Yukina / Knobloch, Markus (2024): Experimental-studies using in-plane small-scale steel moment-resisting-frames considering load redistribution capacity during fire. Dans: Structures, v. 60 (février 2024).

    https://doi.org/10.1016/j.istruc.2024.105862

  3. Yamaguchi, Takumi / Ozaki, Fuminobu (2023): Tensile strengths of super high-strength steel strand wire ropes and wire rope open swaged socket connections at fire and post fire. Dans: Journal of Structural Fire Engineering, v. 15, n. 1 (juin 2023).

    https://doi.org/10.1108/jsfe-01-2023-0013

  4. Kimura, Kei / Onogi, Takeshi / Ozaki, Fuminobu (2023): The effects of strain rate on the effective yield strength of high-strength steel at elevated temperatures. Dans: Journal of Structural Fire Engineering, v. 15, n. 1 (juin 2023).

    https://doi.org/10.1108/jsfe-01-2023-0014

  5. Kimura, Kei / Onogi, Takeshi / Yotsumoto, Naoya / Ozaki, Fuminobu (2023): Bending strength of full-scale wide-flange steel beams considering strain rate effects at elevated temperatures. Dans: Journal of Structural Fire Engineering, v. 14, n. 4 (avril 2023).

    https://doi.org/10.1108/jsfe-02-2023-0017

  6. Zhao, Xiaomin / Ozaki, Fuminobu / Hirashima, Takeo / Kimura, Kei / Murakami, Yukio / Suzuki, Jun-ichi / Yotsumoto, Naoya (2022): Bending-strength evaluation of wide-flange steel beams subjected to local buckling at elevated temperatures. Dans: Journal of Structural Fire Engineering, v. 14, n. 2 (août 2022).

    https://doi.org/10.1108/jsfe-02-2022-0006

  7. Ozaki, Fuminobu / Umemura, Takumi (2022): Proposal of steel stress-strain relationships and simple analytical models of beams considering strain-rate effects at elevated temperatures. Dans: Journal of Structural Fire Engineering, v. 14, n. 1 (avril 2022).

    https://doi.org/10.1108/jsfe-01-2022-0001

  8. Ozaki, Fuminobu / Liu, Ying / Ye, Kai (2022): Tensile and shear strength for a self-drilling screw and transition of failure-modes and shear-strengths for self-drilling screwed connections at elevated-temperatures. Dans: Journal of Structural Fire Engineering, v. 13, n. 3 (janvier 2022).

    https://doi.org/10.1108/jsfe-10-2021-0063

  9. Ozaki, Fuminobu / Umemura, Takumi (2022): Bending and flexural-buckling strength of steel members considering strain-rate-effects at elevated temperatures. Dans: Journal of Structural Fire Engineering, v. 13, n. 3 (janvier 2022).

    https://doi.org/10.1108/jsfe-04-2021-0019

  10. Ye, Kai / Ozaki, Fuminobu (2021): Post-fire mechanical properties and buckling strength of cold-formed steel hollow section columns. Dans: Journal of Constructional Steel Research, v. 184 (septembre 2021).

    https://doi.org/10.1016/j.jcsr.2021.106806

  11. Ye, Kai / Ozaki, Fuminobu / Knobloch, Markus (2021): Impact fracture energies of cold-formed steel square hollow section in and after fire. Dans: Journal of Constructional Steel Research, v. 183 (août 2021).

    https://doi.org/10.1016/j.jcsr.2021.106740

  12. Ye, Kai / Ozaki, Fuminobu (2020): Impact fracture energy of steel welded connections in fire and post-fire. Dans: Journal of Constructional Steel Research, v. 170 (juillet 2020).

    https://doi.org/10.1016/j.jcsr.2020.106120

  13. Ozaki, Fuminobu / Kawai, Yoshimichi / Kanno, Ryoichi / Hanya, Koji (2013): Damage-Control Systems Using Replaceable Energy-Dissipating Steel Fuses for Cold-Formed Steel Structures: Seismic Behavior by Shake Table Tests. Dans: Journal of Structural Engineering (ASCE), v. 139, n. 5 (mai 2013).

    https://doi.org/10.1061/(asce)st.1943-541x.0000638

  14. Ozaki, Fuminobu (2014): A study on a theoretical relationship between strain hardening of steel and plastic region length in a steel beam subjected to fire. Dans: Stahlbau, v. 83, n. 9 (septembre 2014).

    https://doi.org/10.1002/stab.201410196

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