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I. Takewaki

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

  1. Takewaki, I. (2000): Optimal damper placement for planar building frames using transfer functions. In: Structural and Multidisciplinary Optimization, v. 20, n. 4 (1 Dezember 2000).

    https://doi.org/10.1007/s001580050158

  2. Kojima, K. / Fujita, K. / Takewaki, I. (2014): Building earthquake resilience in sustainable cities in terms of input energy. In: Sustainable Cities and Society, v. 12 (Juli 2014).

    https://doi.org/10.1016/j.scs.2014.01.004

  3. Hino, J. / Yoshitomi, S. / Tsuji, M. / Takewaki, I. (2008): Bound of aspect ratio of base-isolated buildings considering nonlinear tensile behavior of rubber bearing. In: Structural Engineering and Mechanics, v. 30, n. 3 (Oktober 2008).

    https://doi.org/10.12989/sem.2008.30.3.351

  4. Dehghani, S. / Fathizadeh, S. F. / Yang, T. Y. / Farsangi, E. Noroozinejad / Vosoughi, A. R. / Hajirasouliha, I. / Málaga-Chuquitaype, C. / Takewaki, I. (2021): Performance evaluation of curved damper truss moment frames designed using equivalent energy design procedure. In: Engineering Structures, v. 226 (Januar 2021).

    https://doi.org/10.1016/j.engstruct.2020.111363

  5. Takewaki, I. / Kanamori, M. / Yoshitomia, S. / Tsuji, M. (2013): New experimental system for base-isolated structures with various dampers and limit aspect ratio. In: Earthquakes and Structures, v. 5, n. 4 (Oktober 2013).

    https://doi.org/10.12989/eas.2013.5.4.461

  6. Taniguchi, M. / Takewaki, I. (2015): Bound of earthquake input energy to building structure considering shallow and deep ground uncertainties. In: Soil Dynamics and Earthquake Engineering, v. 77 (Oktober 2015).

    https://doi.org/10.1016/j.soildyn.2015.05.011

  7. Fujita, K. / Kojima, K. / Takewaki, I. (2015): Prediction of worst combination of variable soil properties in seismic pile response. In: Soil Dynamics and Earthquake Engineering, v. 77 (Oktober 2015).

    https://doi.org/10.1016/j.soildyn.2015.06.009

  8. Kamagata, S. / Takewaki, I. (2013): New insights into seismic behavior of building and surrounding soil at Hamaoka nuclear power station during Suruga Bay earthquake in 2009. In: Soil Dynamics and Earthquake Engineering, v. 53 (Oktober 2013).

    https://doi.org/10.1016/j.soildyn.2013.06.007

  9. Adachi, F. / Yoshitomi, S. / Tsuji, M. / Takewaki, I. (2013): Nonlinear optimal oil damper design in seismically controlled multi-story building frame. In: Soil Dynamics and Earthquake Engineering, v. 44 (Januar 2013).

    https://doi.org/10.1016/j.soildyn.2012.08.010

  10. Takewaki, I. / Murakami, S. / Fujita, K. / Yoshitomi, S. / Tsuji, M. (2011): The 2011 off the Pacific coast of Tohoku earthquake and response of high-rise buildings under long-period ground motions. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 11 (November 2011).

    https://doi.org/10.1016/j.soildyn.2011.06.001

  11. Kojima, K. / Sakaguchi, K. / Takewaki, I. (2015): Mechanism and bounding of earthquake energy input to building structure on surface ground subjected to engineering bedrock motion. In: Soil Dynamics and Earthquake Engineering, v. 70 (März 2015).

    https://doi.org/10.1016/j.soildyn.2014.12.010

  12. Kamagata, S. / Takewaki, I. (2015): Non-linear transient behavior during soil liquefaction based on re-evaluation of seismic records. In: Soil Dynamics and Earthquake Engineering, v. 71 (April 2015).

    https://doi.org/10.1016/j.soildyn.2015.01.017

  13. De Domenico, D. / Ricciardi, G. / Takewaki, I. (2019): Design strategies of viscous dampers for seismic protection of building structures: A review. In: Soil Dynamics and Earthquake Engineering, v. 118 (März 2019).

    https://doi.org/10.1016/j.soildyn.2018.12.024

  14. Takewaki, I. (1996): Design-oriented approximate bound of inelastic responses of a structure under seismic loading. In: Computers & Structures, v. 61, n. 3 (November 1996).

    https://doi.org/10.1016/0045-7949(96)00086-7

  15. Takewaki, I. (1997): Elastic frame redesign via a performance-based incremental inverse problem. In: Computers & Structures, v. 63, n. 2 (April 1997).

    https://doi.org/10.1016/s0045-7949(96)00338-0

  16. Takewaki, I. (1997): Efficient optimal frequency design of elastically supported distributed-parameter cantilevers. In: Computers & Structures, v. 62, n. 1 (Januar 1997).

    https://doi.org/10.1016/s0045-7949(96)00273-8

  17. Takewaki, I. (1996): Optimal frequency design of tower structures via an approximation concept. In: Computers & Structures, v. 58, n. 3 (Februar 1996).

    https://doi.org/10.1016/0045-7949(95)00173-e

  18. Takewaki, I. / Conte, J. P. / Mahin, S. A. / Pister, K. S. (1991): Probabilistic multi-objective optimal design of seismic-resistant braced steel frames using arma models. In: Computers & Structures, v. 41, n. 4 (Januar 1991).

    https://doi.org/10.1016/0045-7949(91)90180-t

  19. Nakamura, Tsuneyoshi / Tsuji, M. / Takewaki, I. (1993): Design of steel frames for specified seismic member ductility via inverse eigenmode formulation. In: Computers & Structures, v. 47, n. 6 (Juni 1993).

    https://doi.org/10.1016/0045-7949(93)90306-x

  20. Kuwabara, M. / Yoshitomi, S. / Takewaki, I. (2013): A new approach to system identification and damage detection of high-rise buildings. In: Structural Control and Health Monitoring, v. 20, n. 5 (Mai 2013).

    https://doi.org/10.1002/stc.1486

  21. Takewaki, I. / Murakami, S. / Yoshitomi, S. / Tsuji, M. (2012): Fundamental mechanism of earthquake response reduction in building structures with inertial dampers. In: Structural Control and Health Monitoring, v. 19, n. 6 (Oktober 2012).

    https://doi.org/10.1002/stc.457

  22. Kishida, A. / Takewaki, I. (2010): Response Spectrum Method for Kinematic Soil-Pile Interaction Analysis. In: Advances in Structural Engineering, v. 13, n. 1 (Februar 2010).

    https://doi.org/10.1260/1369-4332.13.1.181

  23. Fujita, K. / Takewaki, I. (2010): Critical correlation of bi-directional horizontal ground motions. In: Engineering Structures, v. 32, n. 1 (Januar 2010).

    https://doi.org/10.1016/j.engstruct.2009.09.013

  24. Yoshitomi, S. / Takewaki, I. (2009): Noise-bias compensation in physical-parameter system identification under microtremor input. In: Engineering Structures, v. 31, n. 2 (Februar 2009).

    https://doi.org/10.1016/j.engstruct.2008.10.010

  25. Fujita, K. / Yoshitomi, S. / Tsuji, M. / Takewaki, I. (2008): Critical cross-correlation function of horizontal and vertical ground motions for uplift of rigid block. In: Engineering Structures, v. 30, n. 5 (Mai 2008).

    https://doi.org/10.1016/j.engstruct.2007.07.017

  26. Uetani, K. / Tsuji, M. / Takewaki, I. (2003): Application of an optimum design method to practical building frames with viscous dampers and hysteretic dampers. In: Engineering Structures, v. 25, n. 5 (April 2003).

    https://doi.org/10.1016/s0141-0296(02)00168-2

  27. Yoshitomi, S. / Takewaki, I. (2009): Noise-effect compensation method for physical-parameter system identification under stationary random input. In: Structural Control and Health Monitoring, v. 16, n. 3 (April 2009).

    https://doi.org/10.1002/stc.263

  28. Takewaki, I. (2008): Robustness of base‐isolated high‐rise buildings under code‐specified ground motions. In: The Structural Design of Tall and Special Buildings, v. 17, n. 2 (Juni 2008).

    https://doi.org/10.1002/tal.350

  29. Tani, T. / Yoshitomi, S. / Tsuji, M. / Takewaki, I. (2009): High-performance control of wind-induced vibration of high-rise building via innovative high-hardness rubber damper. In: The Structural Design of Tall and Special Buildings, v. 18, n. 7 (November 2009).

    https://doi.org/10.1002/tal.457

  30. Ariga, T. / Kanno, Y. / Takewaki, I. (2006): Resonant behaviour of base-isolated high-rise buildings under long-period ground motions. In: The Structural Design of Tall and Special Buildings, v. 15, n. 3 ( 2006).

    https://doi.org/10.1002/tal.298

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