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Izuru Takewaki ORCID

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Zhu, Yun-Peng / Lang, Z. Q. / Fujita, Kohei / Takewaki, Izuru (2022): Analysis and design of non-linear seismic isolation systems for building structures—An overview. In: Frontiers in Built Environment, v. 8 (February 2022).

    https://doi.org/10.3389/fbuil.2022.1084081

  2. Takewaki, Izuru (2009): Building Control with Passive Dampers. John Wiley & Sons, Inc., New York (USA), ISBN 9780470824931.

    https://doi.org/10.1002/9780470824931

  3. Akehashi, Hiroki / Takewaki, Izuru (2022): Closed-form critical response of elastic-plastic shear building with viscous damper under pseudo-double impulse for simulating resonant response under near-fault fling-step motion. In: Frontiers in Built Environment, v. 8 (February 2022).

    https://doi.org/10.3389/fbuil.2022.964867

  4. Akehashi, Hiroki / Takewaki, Izuru (2022): Closed-form critical response of undamped bilinear hysteretic MDOF system under pseudo-double impulse for estimating resonant response under one-cycle sine wave. In: Soil Dynamics and Earthquake Engineering, v. 157 (June 2022).

    https://doi.org/10.1016/j.soildyn.2022.107254

  5. Akehashi, Hiroki / Takewaki, Izuru (2022): Bounding of earthquake response via critical double impulse for efficient optimal design of viscous dampers for elastic‐plastic moment frames. In: Japan Architectural Review, v. 5, n. 2 (April 2022).

    https://doi.org/10.1002/2475-8876.12262

  6. Kamagata, Shuichi / Takewaki, Izuru (2016): Analysis of Ground Motion Amplification during Soil Liquefaction via Nonstationary Fourier Spectra. In: International Journal of Geomechanics, v. 16, n. 5 (October 2016).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000549

  7. Takewaki, Izuru / Akehashi, Hiroki (2021): Comprehensive Review of Optimal and Smart Design of Nonlinear Building Structures With and Without Passive Dampers Subjected to Earthquake Loading. In: Frontiers in Built Environment, v. 7 (January 2021).

    https://doi.org/10.3389/fbuil.2021.631114

  8. Moustafa, Abbas / Takewaki, Izuru (2010): Characterization and modeling of near-fault pulse-like strong ground motion via damage-based critical excitation method. In: Structural Engineering and Mechanics, v. 34, n. 6 (April 2010).

    https://doi.org/10.12989/sem.2010.34.6.755

  9. Akehashi, Hiroki / Takewaki, Izuru (2020): Comparative investigation on optimal viscous damper placement for elastic-plastic MDOF structures: Transfer function amplitude or double impulse. In: Soil Dynamics and Earthquake Engineering, v. 130 (March 2020).

    https://doi.org/10.1016/j.soildyn.2019.105987

  10. Kim, Hyeong-Gook / Yoshitomi, Shinta / Tsuji, Masaaki / Takewaki, Izuru (2012): Analytical and Experimental Study on a New Stud-type Hysteretic and Visco-elastic Hybrid Damper System. In: Architectoni.ca, v. 1, n. 2 (July 2012).

    https://doi.org/10.5618/arch.2012.v1.n2.2

  11. Saotome, Yoshito / Kojima, Kotaro / Takewaki, Izuru (2019): Collapse-Limit Input Level of Critical Double Impulse for Damped Bilinear Hysteretic SDOF System With Negative Post-yield Stiffness. In: Frontiers in Built Environment, v. 5 (November 2019).

    https://doi.org/10.3389/fbuil.2019.00106

  12. Saotome, Yoshito / Kojima, Kotaro / Takewaki, Izuru (2019): Critical Earthquake Response of 2DOF Elastic-Perfectly Plastic Model Under Multiple Impulse as Substitute for Long-Duration Earthquake Ground Motions. In: Frontiers in Built Environment, v. 4 (February 2019).

    https://doi.org/10.3389/fbuil.2018.00081

  13. Kojima, Kotaro / Takewaki, Izuru (2017): Closed-Form Dynamic Stability Criterion for Elastic–Plastic Structures under Near-Fault Ground Motions. In: Frontiers in Built Environment, v. 2 (January 2017).

    https://doi.org/10.3389/fbuil.2016.00006

  14. Kojima, Kotaro / Takewaki, Izuru (2017): Closed-Form Critical Earthquake Response of Elastic–Plastic Structures on Compliant Ground under Near-Fault Ground Motions. In: Frontiers in Built Environment, v. 2 (January 2017).

    https://doi.org/10.3389/fbuil.2016.00001

  15. Nabeshima, Kunihiko / Taniguchi, Ryo / Kojima, Kotaro / Takewaki, Izuru (2017): Closed-Form Overturning Limit of Rigid Block under Critical Near-Fault Ground Motions. In: Frontiers in Built Environment, v. 2 (January 2017).

    https://doi.org/10.3389/fbuil.2016.00009

  16. Fujita, Kohei / Takewaki, Izuru (2017): Advanced System Identification for High-Rise Building Using Shear-Bending Model. In: Frontiers in Built Environment, v. 2 (January 2017).

    https://doi.org/10.3389/fbuil.2016.00029

  17. Kojima, Kotaro / Takewaki, Izuru (2016): Critical Earthquake Response of Elastic–Plastic Structures Under Near-Fault Ground Motions (Part 1). Fling-Step Input. In: Frontiers in Built Environment, v. 1 (January 2016).

    https://doi.org/10.3389/fbuil.2015.00012

  18. Kojima, Kotaro / Fujita, Kohei / Takewaki, Izuru (2016): Critical Double Impulse Input and Bound of Earthquake Input Energy to Building Structure. In: Frontiers in Built Environment, v. 1 (January 2016).

    https://doi.org/10.3389/fbuil.2015.00005

  19. Fujita, Kohei / Ikeda, Ayumi / Takewaki, Izuru (2016): Application of Story-Wise Shear Building Identification Method to Actual Ambient Vibration. In: Frontiers in Built Environment, v. 1 (January 2016).

    https://doi.org/10.3389/fbuil.2015.00002

  20. Takewaki, Izuru (2016): Beyond Uncertainties in Earthquake Structural Engineering. In: Frontiers in Built Environment, v. 1 (January 2016).

    https://doi.org/10.3389/fbuil.2015.00001

  21. Takewaki, Izuru (2007): Closed-Form Sensitivity of Earthquake Input Energy to Soil-Structure Interaction System. In: Journal of Engineering Mechanics (ASCE), v. 133, n. 4 (April 2007).

    https://doi.org/10.1061/(asce)0733-9399(2007)133:4(389)

  22. Moustafa, Abbas / Takewaki, Izuru (2012): Characterization of earthquake ground motion of multiple sequences. In: Earthquakes and Structures, v. 3, n. 5 (September 2012).

    https://doi.org/10.12989/eas.2012.3.5.629

  23. Moustafa, Abbas / Ueno, Kohei / Takewaki, Izuru (2010): Critical earthquake loads for SDOF inelastic structures considering evolution of seismic waves. In: Earthquakes and Structures, v. 1, n. 2 (June 2010).

    https://doi.org/10.12989/eas.2010.1.2.147

  24. Fukumoto, Yoshiyuki / Takewaki, Izuru (2015): Critical earthquake input energy to connected building structures using impulse input. In: Earthquakes and Structures, v. 9, n. 6 (December 2015).

    https://doi.org/10.12989/eas.2015.9.6.1133

  25. Kojima, Kotaro / Saotome, Yoshito / Takewaki, Izuru (2018): Critical earthquake response of a SDOF elastic-perfectly plastic model with viscous damping under double impulse as a substitute for near-fault ground motion. In: Japan Architectural Review, v. 1, n. 2 (April 2018).

    https://doi.org/10.1002/2475-8876.10019

  26. Takewaki, Izuru (2005): Bound of earthquake input energy to soil–structure interaction systems. In: Soil Dynamics and Earthquake Engineering, v. 25, n. 7-10 (August 2005).

    https://doi.org/10.1016/j.soildyn.2004.11.017

  27. 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 (February 2002).

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

  28. Takewaki, Izuru (2005): A Comprehensive Review of Seismic Critical Excitation Methods for Robust Design. In: Advances in Structural Engineering, v. 8, n. 4 (August 2005).

    https://doi.org/10.1260/136943305774353160

  29. Kishida, Akiko / Takewaki, Izuru (2007): Analysis of Earthquake Energy Input in Soil-Pile-Structure System with Uncertain Soil Parameter. In: Advances in Structural Engineering, v. 10, n. 3 (June 2007).

    https://doi.org/10.1260/136943307781422235

  30. Takewaki, Izuru (2004): Bound of Earthquake Input Energy. In: Journal of Structural Engineering (ASCE), v. 130, n. 9 (September 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:9(1289)

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