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Kazuhiro Taniwaki

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. Ohkubo, Sadaji / Taniwaki, Kazuhiro (1984): Optimum Design Of Truss By Dual Approach And Element Suboptimization. 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_331

  2. Ohkubo, Sadaji / Taniwaki, Kazuhiro (1991): Optimization of Cable Arrangement and Element Sizes of Steel Cable-Stayed Bridges. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1991, n. 428 (April 1991).

    https://doi.org/10.2208/jscej.1991.428_147

  3. Ohkubo, Sadaji / Taniwaki, Kazuhiro (1997): Optimal Earthquake-resistant Design Of Truss Structures Considering Configuration, Material And Sizing Variables. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1997, n. 570 (July 1997).

    https://doi.org/10.2208/jscej.1997.570_47

  4. Taniwaki, Kazuhiro / Ohkubo, Sadaji (2001): Optimum Design Method For Nonlinear Frame Structures With Box Sections Based On Energy Principles. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 668 (January 2001).

    https://doi.org/10.2208/jscej.2001.668_65

  5. Ohkubo, Sadaji / Taniwaki, Kazuhiro (1995): Total Optimal Synthesis Method for Truss Structures Subject to Static and Frequency Constraints. In: Computer-Aided Civil and Infrastructure Engineering, v. 10, n. 1 (January 1995).

    https://doi.org/10.1111/j.1467-8667.1995.tb00384.x

  6. Siriwardane, Sudath / Ohga, Mitao / Dissanayake, Ranjith / Taniwaki, Kazuhiro (2008): Application of new damage indicator-based sequential law for remaining fatigue life estimation of railway bridges. In: Journal of Constructional Steel Research, v. 64, n. 2 (February 2008).

    https://doi.org/10.1016/j.jcsr.2007.06.002

  7. Ohkubo, Sadaji / Taniwaki, Kazuhiro / Yamano, Nagahiro (1992): Optimum Design System for Steel Cable-Stayed Bridges Dealing with Shape, Sizing Variables and Cable Prestresses. In: Computer-Aided Civil and Infrastructure Engineering, v. 7, n. 3 (May 1992).

    https://doi.org/10.1111/j.1467-8667.1992.tb00431.x

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