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La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Takewaki, I. / Fujita, K. / Yamamoto, K. / Takabatake, H. (2011): Smart passive damper control for greater building earthquake resilience in sustainable cities. Dans: Sustainable Cities and Society, v. 1, n. 1 (février 2011).

    https://doi.org/10.1016/j.scs.2010.08.002

  2. Fujita, K. / Takewaki, I. (2011): Sustainable building design under uncertain structural-parameter environment in seismic-prone countries. Dans: Sustainable Cities and Society, v. 1, n. 3 (octobre 2011).

    https://doi.org/10.1016/j.scs.2011.07.001

  3. Takewaki, I. (2013): Toward greater building earthquake resilience using concept of critical excitation: A review. Dans: Sustainable Cities and Society, v. 9 (décembre 2013).

    https://doi.org/10.1016/j.scs.2013.02.001

  4. Fathizadeh, S. F. / Dehghani, S. / Yang, T. Y. / Farsangi, E. Noroozinejad / Vosoughi, A. R. / Hajirasouliha, I. / Takewaki, I. / Málaga-Chuquitaype, C. / Varum, H. (2020): Trade-off Pareto optimum design of an innovative curved damper truss moment frame considering structural and non-structural objectives. Dans: Structures, v. 28 (décembre 2020).

    https://doi.org/10.1016/j.istruc.2020.09.060

  5. Takewaki, I. / Tsujimoto, H. (2011): Scaling of design earthquake ground motions for tall buildings based on drift and input energy demands. Dans: Earthquakes and Structures, v. 2, n. 2 (juin 2011).

    https://doi.org/10.12989/eas.2011.2.2.171

  6. Kojima, K. / Fujita, K. / Takewaki, I. (2014): Unified analysis of kinematic and inertial earthquake pile responses via the single-input response spectrum method. Dans: Soil Dynamics and Earthquake Engineering, v. 63 (août 2014).

    https://doi.org/10.1016/j.soildyn.2014.03.014

  7. Minami, Y. / Yoshitomi, S. / Takewaki, I. (2013): System identification of super high-rise buildings using limited vibration data during the 2011 Tohoku (Japan) earthquake. Dans: Structural Control and Health Monitoring, v. 20, n. 11 (novembre 2013).

    https://doi.org/10.1002/stc.1537

  8. Nakamura, T. / Takewaki, I. / Asaoka, Y. (1996): Sequential Stiffness Design For Seismic Drift Ranges Of A Shear Building-pile-soil System. Dans: Earthquake Engineering and Structural Dynamics, v. 25, n. 12 (décembre 1996).

    https://doi.org/10.1002/(sici)1096-9845(199612)25:12<1405::aid-eqe621>3.0.co;2-6

  9. Takewaki, I. / Fujii, N. / Uetani, K. (2002): Simplified inverse stiffness design for nonlinear soil amplification. Dans: Engineering Structures, v. 24, n. 11 (novembre 2002).

    https://doi.org/10.1016/s0141-0296(02)00057-3

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