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

  1. Takewaki, Izuru / Fujii, Nobuyoshi / Uetani, Koji (2002): Nonlinear surface ground analysis via statistical approach. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 6 (August 2002).

    https://doi.org/10.1016/s0267-7261(02)00033-7

  2. Takewaki, Izuru / Uetani, Koji (1999): Optimal damper placement for building structures including surface ground amplification. In: Soil Dynamics and Earthquake Engineering, v. 18, n. 5 (Juli 1999).

    https://doi.org/10.1016/s0267-7261(99)00007-x

  3. Takewaki, Izuru / Takeda, Noriko / Uetani, Koji (2003): Fast practical evaluation of soil–structure interaction of embedded structures. In: Soil Dynamics and Earthquake Engineering, v. 23, n. 3 (April 2003).

    https://doi.org/10.1016/s0267-7261(02)00225-7

  4. Takewaki, Izuru / Uetani, Koji (2000): Inverse component-mode synthesis method for damped large structural systems. In: Computers & Structures, v. 78, n. 1-3 (November 2000).

    https://doi.org/10.1016/s0045-7949(00)00088-2

  5. Takewaki, Izuru / Yoshitomi, Shinta / Uetani, Koji / Tsuji, Masaaki (1999): Non‐monotonic optimal damper placement via steepest direction search. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 6 (Juni 1999).

    https://doi.org/10.1002/(sici)1096-9845(199906)28:6<655::aid-eqe833>3.0.co;2-t

  6. Lee, Yujin / Takewaki, Izuru / Uetani, Koji / Inoue, Kazuo (2002): Critical damping of structures with elastically supported visco-elastic dampers. In: Earthquake Engineering and Structural Dynamics, v. 31, n. 2 (Februar 2002).

    https://doi.org/10.1002/eqe.139

  7. Takewaki, Izuru / Sato, Hidekazu / Uetani, Koji (2000): Reduced-basis stiffness inversion of a structure-foundation system via component-mode synthesis. In: The Structural Design of Tall Buildings, v. 9, n. 3 ( 2000).

    https://doi.org/10.1002/1099-1794(200006)9:3<215::aid-tal154>3.0.co;2-q

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