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Kazuhiro Taniwaki

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  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 (Oktober 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 (Juli 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 (Januar 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 (Januar 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 (Februar 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 (Mai 1992).

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

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