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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. Chou, Takashi (1984): On Applications Of Bayes' Theorem. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1984, n. 350 (October 1984).

    https://doi.org/10.2208/jscej.1984.350_301

  2. Chou, Takashi / Matsuo, Minoru / Demura, Yoshinori / Kobori, Tameo (1985): Updating the Safety Factors in Structural Design Specifications. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1985, n. 356 (April 1985).

    https://doi.org/10.2208/jscej.1985.356_591

  3. Fujino, Yozo / Chou, Takashi (1985): On Application of Bayes' Theorem. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1985, n. 362 ( 1985).

    https://doi.org/10.2208/jscej.1985.362_489

  4. Chou, Takashi / Koyama, Ken (1985): Probability Distributions By Standardized Variate. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1985, n. 362 ( 1985).

    https://doi.org/10.2208/jscej.1985.362_225

  5. Chou, Takashi / Nishino, Fumio / Sato, Naotsugu / Hasegawa, Akio / Inoue, Junzo (1985): A Probabilistic Basis for Fractile-Based structural Design. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1985, n. 362 ( 1985).

    https://doi.org/10.2208/jscej.1985.362_485

  6. Chou, Takashi (1989): Availability Of Reliability Index For Structural Design. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1989, n. 410 (October 1989).

    https://doi.org/10.2208/jscej.1989.410_167

  7. Chou, Takashi (1993): Fundamental Consideration On Accidents And Disasters. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1993, n. 462 (March 1993).

    https://doi.org/10.2208/jscej.1993.462_121

  8. Chou, Takashi (1977): Optimum Reinforced Concrete T-Beam Sections. In: Journal of the Structural Division (ASCE), v. 103, n. 8 (August 1977).

    https://doi.org/10.1061/jsdeag.0004697

  9. Chou, Takashi (1977): Evaluation of Function of Passive Load for Tunnel Lining. In: Soils and Foundations, v. 17, n. 1 (March 1977).

    https://doi.org/10.3208/sandf1972.17.13

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