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H. Saito

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. Nakai, Y. / Shiozawa, D. / Kikuchi, S. / Obama, T. / Saito, H. / Makino, T. / Neishi, Y. (2016): Effects of inclusion size and orientation on rolling contact fatigue crack initiation observed by laminography using ultra-bright synchrotron radiation. In: Procedia Structural Integrity, v. 2 ( 2016).

    https://doi.org/10.1016/j.prostr.2016.06.389

  2. Kita, E. / Saito, H. / Tamaki, T. / Shimizu, H. / Xie, Y. M. (2006): Three-dimensional structural design based on cellular automata simulation. In: Structural Engineering and Mechanics, v. 23, n. 1 (May 2006).

    https://doi.org/10.12989/sem.2006.23.1.029

  3. Saito, H. / Kawagoe, K. (1976): Thermal effects of fires in buildings. Presented at: Tenth Congress of IABSE = Dixième Congrès de l'AIPC = Zehnter Kongress der IVBH, Tokyo, Japan, 6-11 September 1976.

    https://doi.org/10.5169/seals-10387

  4. Sakumoto, Y. / Saito, H. (1995): Fire-safe design of modern steel buildings in Japan. In: Journal of Constructional Steel Research, v. 33, n. 1-2 (January 1995).

    https://doi.org/10.1016/0143-974x(94)00019-e

  5. Yamaguchi, H. / Saito, H. (1984): Vibrations of beams with an absorber consisting of a viscoelastic solid and a beam. In: Earthquake Engineering and Structural Dynamics, v. 12, n. 4 (July 1984).

    https://doi.org/10.1002/eqe.4290120404

  6. Sakumoto, Y. / Yamaguchi, T. / Ohashi, M. / Saito, H. (1992): High‐Temperature Properties of Fire‐Resistant Steel for Buildings. In: Journal of Structural Engineering (ASCE), v. 118, n. 2 (February 1992).

    https://doi.org/10.1061/(asce)0733-9445(1992)118:2(392)

  7. Sakumoto, Y. / Yamaguchi, T. / Okada, T. / Yoshida, M. / Tasaka, S. / Saito, H. (1994): Fire Resistance of Fire‐Resistant Steel Columns. In: Journal of Structural Engineering (ASCE), v. 120, n. 4 (April 1994).

    https://doi.org/10.1061/(asce)0733-9445(1994)120:4(1103)

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