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Kazuhiko Yamada

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

  1. Towhata, Ikuo / Sasaki, Yasushi / Tokida, Ken-Ichi / Matsumoto, Hideo / Tamar, Yukio / Yamada, Kazuhiko (1992): Prediction of Permanent Displacement of Liquefied Ground by Means of Minimum Energy Principle. In: Soils and Foundations, v. 32, n. 3 (September 1992).

    https://doi.org/10.3208/sandf1972.32.3_97

  2. Sasaki, Yasushi / Towhata, Ikuo / Tokida, Ken-Ichi / Yamada, Kazuhiko / Matsumoto, Hideo / Tamari, Yukio / Saya, Shoichi (1992): Mechanism of Permanent Displacement of Ground Caused by Seismic Liquefaction. In: Soils and Foundations, v. 32, n. 3 (September 1992).

    https://doi.org/10.3208/sandf1972.32.3_79

  3. Kobori, Takuji / Ban, Shigeru / Kubota, Toshihiko / Yamada, Kazuhiko (1992): Concept of super-high-rise building (DIB-200). In: The Structural Design of Tall Buildings, v. 1, n. 1 (Oktober 1992).

    https://doi.org/10.1002/tal.4320010103

  4. Yamada, Kazuhiko (2008): Dynamic Characteristics of SDOF Structure with Maxwell Element. In: Journal of Engineering Mechanics (ASCE), v. 134, n. 5 (Mai 2008).

    https://doi.org/10.1061/(asce)0733-9399(2008)134:5(396)

  5. Yamada, Kazuhiko (1999): Computation for Rheological Phenomena of Elastic-Viscoplastic Body. In: Journal of Engineering Mechanics (ASCE), v. 125, n. 1 (Januar 1999).

    https://doi.org/10.1061/(asce)0733-9399(1999)125:1(11)

  6. Yamada, Kazuhiko (1999): Control law for variable damping device defined by a non-linear differential equation. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 5 (Mai 1999).

    https://doi.org/10.1002/(sici)1096-9845(199905)28:5<529::aid-eqe828>3.0.co;2-d

  7. Yamada, Kazuhiko (2000): Control strategy for variable damping element considering near-future excitation influence. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 8 (August 2000).

    https://doi.org/10.1002/1096-9845(200008)29:8<1199::aid-eqe966>3.0.co;2-y

  8. Yamada, Kazuhiko (2000): Non-linear-Maxwell-element-type hysteretic control force. In: Earthquake Engineering and Structural Dynamics, v. 29, n. 4 (April 2000).

    https://doi.org/10.1002/(sici)1096-9845(200004)29:4<545::aid-eqe921>3.0.co;2-a

  9. Yamada, Kazuhiko (1999): Real‐time prediction of near‐future seismic excitation adapting AR model to preceding information. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 12 (Dezember 1999).

    https://doi.org/10.1002/(sici)1096-9845(199912)28:12<1587::aid-eqe883>3.3.co;2-o

  10. Yamada, Kazuhiko (1999): Real-time prediction of near-future seismic excitation adapting AR model to preceding information. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 12 (Dezember 1999).

    https://doi.org/10.1002/(sici)1096-9845(199912)28:12<1587::aid-eqe883>3.0.co;2-x

  11. Kobori, Takuji / Koshika, Norihide / Yamada, Kazuhiko / Ikeda, Yoshiki (1991): Seismic-response-controlled structure with active mass driver system. Part 1: Design. In: Earthquake Engineering and Structural Dynamics, v. 20, n. 2 (Februar 1991).

    https://doi.org/10.1002/eqe.4290200204

  12. Kobori, Takuji / Koshika, Norihide / Yamada, Kazuhiko / Ikeda, Yoshiki (1991): Seismic-response-controlled structure with active mass driver system. Part 2: Verification. In: Earthquake Engineering and Structural Dynamics, v. 20, n. 2 (Februar 1991).

    https://doi.org/10.1002/eqe.4290200205

  13. Yamada, Kazuhiko / Kobori, Takuji (1995): Control algorithm for estimating future responses of active variable stiffness structure. In: Earthquake Engineering and Structural Dynamics, v. 24, n. 8 (August 1995).

    https://doi.org/10.1002/eqe.4290240804

  14. Kashima, Satoshi / Kitagawa, Makoto / Moritani, Toshimi / Yamada, Kazuhiko (1999): Design and construction of foundations for Akashi Kaikyo Bridge. Vorgetragen bei: IABSE Colloquium: Foundations for major bridges - Design and construction, New Delhi, India 1999.

    https://doi.org/10.5169/seals-60768

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