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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. Miki, Chitoshi / Ono, Kiyoshi / Yokoyama, Koichi / Harada, Takao (2009): Identification of the Causes of Fracture in the Steel Pipe Column of a Pedestrian Bridge. In: Welding in the World, v. 53, n. 9-10 (September 2009).

    https://doi.org/10.1007/bf03321134

  2. Nishimura, Nobuo / Ono, Kiyoshi / Ikeuchi, Tomoyuki (1995): A Constitutive Equation For Structural Steels Based On A Monotonic Loading Curve Under Cyclic Loading. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1995, n. 513 (April 1995).

    https://doi.org/10.2208/jscej.1995.513_27

  3. Mizuno, Eiji / Usami, Tsutomu / Shen, Chi / Nishimura, Nobuo / Ono, Kiyoshi / Ikeuchi, Tomoyuki (1997): A Constitutive Equation for Structural Steels Based on a Monotonic Loading Curve Under Cyclic Loading Nobuo NISHIMURA, Kiyoshi ONO and Tomoyuki IKEUCHI. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 556 (January 1997).

    https://doi.org/10.2208/jscej.1997.556_227

  4. Tamada, Kazuya / Ono, Kiyoshi / Kawamura, Akito / Nishimura, Nobuo (2005): Experimental Study For Estimating Ultimate Strength Of U-shaped Steel Girders. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 787 ( 2005).

    https://doi.org/10.2208/jscej.2005.787_147

  5. Nie, Jing / Sugimoto, Hikaru / Ono, Kiyoshi / Miyashita, Takeshi / Matsumura, Masahide / Okada, Seiji (2019): An experimental study on the local buckling strength of an SBHS700 stub column with cruciform section. With an overview of the mechanical properties of SBHS700. In: Steel Construction, v. 12, n. 2 (May 2019).

    https://doi.org/10.1002/stco.201900005

  6. Tamada, Kazuya / Ono, Kiyoshi / Nishimura, Nobuo (2004): Experimental Study for Estimating Ultimate Strength of U-shaped Steel Girders in Shear. Presented at: IABSE Symposium: Metropolitan Habitats and Infrastructure, Shanghai, China, 22-24 September 2004.

    https://doi.org/10.2749/222137804796302914

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