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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. Akehashi, Hiroki / Takewaki, Izuru (2022): A new reduced model of damped moment frame for rapid optimization of viscous damper placement. Dans: Japan Architectural Review, v. 5, n. 4 (septembre 2022).

    https://doi.org/10.1002/2475-8876.12302

  2. Akehashi, Hiroki / Takewaki, Izuru (2022): Resilience evaluation of elastic‐plastic high‐rise buildings under resonant long‐duration ground motion. Dans: Japan Architectural Review, v. 5, n. 4 (septembre 2022).

    https://doi.org/10.1002/2475-8876.12280

  3. Akehashi, Hiroki / Takewaki, Izuru (2022): Modeling of resilience based on categorized recovery scenario and improving resilience with viscous damper. Dans: Japan Architectural Review, v. 5, n. 3 (30 juin 2022).

    https://doi.org/10.1002/2475-8876.12273

  4. Akehashi, Hiroki / Takewaki, Izuru (2022): Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion. Dans: The Structural Design of Tall and Special Buildings, v. 31, n. 14 (14 septembre 2022).

    https://doi.org/10.1002/tal.1969

  5. Akehashi, Hiroki / Takewaki, Izuru (2021): Pseudo-double impulse for simulating critical response of elastic-plastic MDOF model under near-fault earthquake ground motion. Dans: Soil Dynamics and Earthquake Engineering, v. 150 (novembre 2021).

    https://doi.org/10.1016/j.soildyn.2021.106887

  6. Ishida, Soichiro / Takewaki, Izuru (2021): Optimal Seismic Design of Stiffness and Gap of Hysteretic-Viscous Hybrid Damper System in Nonlinear Building Frames for Simultaneous Reduction of Interstory Drift and Acceleration. Dans: Frontiers in Built Environment, v. 7 (janvier 2021).

    https://doi.org/10.3389/fbuil.2021.656606

  7. Takewaki, Izuru (2020): New Architectural Viewpoint for Enhancing Society’s Resilience for Multiple Risks Including Emerging COVID-19. Dans: Frontiers in Built Environment, v. 6 (janvier 2020).

    https://doi.org/10.3389/fbuil.2020.00143

  8. De Domenico, Dario / Tubaldi, Enrico / Takewaki, Izuru / Karavasilis, Theodore / Dall'Asta, Andrea / Lavan, Oren (2020): Recent Advances and Applications of Seismic Isolation and Energy Dissipation Devices. Dans: Frontiers in Built Environment, v. 6 (janvier 2020).

    https://doi.org/10.3389/fbuil.2020.00126

  9. Shintani, Kenichirou / Yoshitomi, Shinta / Takewaki, Izuru (2020): Model-Free Identification of Hysteretic Restoring-Force Characteristic of Multi-Plane and Multi-Story Frame Model With In-Plane Flexible Floor. Dans: Frontiers in Built Environment, v. 6 (janvier 2020).

    https://doi.org/10.3389/fbuil.2020.00048

  10. Akehashi, Hiroki / Takewaki, Izuru (2019): Optimal Viscous Damper Placement for Elastic-Plastic MDOF Structures Under Critical Double Impulse. Dans: Frontiers in Built Environment, v. 5 (novembre 2019).

    https://doi.org/10.3389/fbuil.2019.00020

  11. Kamagata, Shuichi / Takewaki, Izuru (2018): Occurrence Mechanism of Large Acceleration in KiK-net Seismic Records during Iwate–Miyagi Nairiku Earthquake in 2008. Dans: Frontiers in Built Environment, v. 3 (février 2018).

    https://doi.org/10.3389/fbuil.2017.00013

  12. Fujita, Kohei / Fujimori, Yuhei / Takewaki, Izuru (2018): Modal–Physical Hybrid System Identification of High-rise Building via Subspace and Inverse-Mode Methods. Dans: Frontiers in Built Environment, v. 3 (février 2018).

    https://doi.org/10.3389/fbuil.2017.00051

  13. Ikeda, Ayumi / Fujita, Kohei / Takewaki, Izuru (2016): Reliability of System Identification Technique in Super High-Rise Building. Dans: Frontiers in Built Environment, v. 1 (janvier 2016).

    https://doi.org/10.3389/fbuil.2015.00011

  14. Takewaki, Izuru (2006): Probabilistic Critical Excitation Method for Earthquake Energy Input Rate. Dans: Journal of Engineering Mechanics (ASCE), v. 132, n. 9 (septembre 2006).

    https://doi.org/10.1061/(asce)0733-9399(2006)132:9(990)

  15. Takewaki, Izuru (2001): Nonstationary Random Critical Excitation for Acceleration Response. Dans: Journal of Engineering Mechanics (ASCE), v. 127, n. 6 (juin 2001).

    https://doi.org/10.1061/(asce)0733-9399(2001)127:6(544)

  16. Nakamura, Tsuneyoshi / Takewaki, Izuru (1985): Optimum Building Design for Forced‐Mode Compliance. Dans: Journal of Engineering Mechanics (ASCE), v. 111, n. 9 (septembre 1985).

    https://doi.org/10.1061/(asce)0733-9399(1985)111:9(1159)

  17. Kim, Hyeong Gook / Yoshitomi, Shinta / Tsuji, Masaaki / Takewaki, Izuru (2012): New three-layer-type hysteretic damper system and its damping capacity. Dans: Earthquakes and Structures, v. 3, n. 6 (décembre 2012).

    https://doi.org/10.12989/eas.2012.3.6.821

  18. Fujita, Kohei / Moustafa, Abbas / Takewaki, Izuru (2010): Optimal placement of viscoelastic dampers and supporting members under variable critical excitations. Dans: Earthquakes and Structures, v. 1, n. 1 (mars 2010).

    https://doi.org/10.12989/eas.2010.1.1.043

  19. Fujita, Kohei / Kasagi, Masatoshi / Lang, Zi-Qiang / Penfei, Guo / Takewaki, Izuru (2014): Optimal placement and design of nonlinear dampers for building structures in the frequency domain. Dans: Earthquakes and Structures, v. 7, n. 6 (décembre 2014).

    https://doi.org/10.12989/eas.2014.7.6.1025

  20. Guo, Jia / Deng, Kailai / Wang, Li / Takewaki, Izuru (2019): Physical‐based parametrization and local damage identification for frame‐type structures using response sensitivity approach in time domain. Dans: Structural Control and Health Monitoring, v. 26, n. 10 (13 septembre 2019).

    https://doi.org/10.1002/stc.2412

  21. Takewaki, Izuru (1998): Remarkable response amplification of building frames due to resonance with the surface ground. Dans: Soil Dynamics and Earthquake Engineering, v. 17, n. 4 (juin 1998).

    https://doi.org/10.1016/s0267-7261(98)00006-2

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

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

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

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

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

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

  25. Kim, Hyeong Gook / Yoshitomi, Shinta / Tsuji, Masaaki / Takewaki, Izuru (2012): Post-Tensioning High-Hardness Rubber Damper System for Vibration Control of Residential Houses and Building Structures. Dans: Advances in Structural Engineering, v. 15, n. 12 (décembre 2012).

    https://doi.org/10.1260/1369-4332.15.12.2157

  26. Takewaki, Izuru (2001): A new method for non-stationary random critical excitation. Dans: Earthquake Engineering and Structural Dynamics, v. 30, n. 4 (avril 2001).

    https://doi.org/10.1002/eqe.21

  27. Takewaki, Izuru (2001): Probabilistic critical excitation for MDOF elastic-plastic structures on compliant ground. Dans: Earthquake Engineering and Structural Dynamics, v. 30, n. 9 (septembre 2001).

    https://doi.org/10.1002/eqe.66

  28. Takewaki, Izuru (1997): Optimal damper placement for minimum transfer functions. Dans: Earthquake Engineering and Structural Dynamics, v. 26, n. 11 (novembre 1997).

    https://doi.org/10.1002/(sici)1096-9845(199711)26:11<1113::aid-eqe696>3.0.co;2-x

  29. Moustafa, Abbas / Takewaki, Izuru (2010): Modeling Critical Ground-Motion Sequences for Inelastic Structures. Dans: Advances in Structural Engineering, v. 13, n. 4 (août 2010).

    https://doi.org/10.1260/1369-4332.13.4.665

  30. Takewaki, Izuru / Sato, Hidekazu / Uetani, Koji (2000): Reduced-basis stiffness inversion of a structure-foundation system via component-mode synthesis. Dans: 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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