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Izuru Takewaki ORCID

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

  1. Kawai, Akira / Takewaki, Izuru (2020): Critical Response of Multi-Story Damped Bilinear Hysteretic Shear Building Under Multi Impulse as Representative of Long-Period, Long-Duration Earthquake Ground Motions. In: Frontiers in Built Environment, v. 6 (Januar 2020).

    https://doi.org/10.3389/fbuil.2020.588980

  2. 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 (März 2020).

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

  3. 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 (Juli 2012).

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

  4. 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

  5. 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 (Februar 2019).

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

  6. Makita, Koki / Kondo, Kyoichiro / Takewaki, Izuru (2019): Critical Ground Motion for Resilient Building Design Considering Uncertainty of Fault Rupture Slip. In: Frontiers in Built Environment, v. 4 (Februar 2019).

    https://doi.org/10.3389/fbuil.2018.00064

  7. Akehashi, Hiroki / Kojima, Kotaro / Fujita, Kohei / Takewaki, Izuru (2019): Critical Response of Nonlinear Base-Isolated Building Considering Soil-Structure Interaction Under Double Impulse as Substitute for Near-Fault Ground Motion. In: Frontiers in Built Environment, v. 4 (Februar 2019).

    https://doi.org/10.3389/fbuil.2018.00034

  8. Akehashi, Hiroki / Kojima, Kotaro / Takewaki, Izuru (2019): Critical Response of Single-Degree-of-Freedom Damped Bilinear Hysteretic System under Double Impulse As Substitute for Near-Fault Ground Motion. In: Frontiers in Built Environment, v. 4 (Februar 2019).

    https://doi.org/10.3389/fbuil.2018.00005

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

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

  10. 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 (Januar 2017).

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

  11. 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 (Januar 2017).

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

  12. Taniguchi, Ryo / Kojima, Kotaro / Takewaki, Izuru (2017): Critical Response of 2DOF Elastic–Plastic Building Structures under Double Impulse as Substitute of Near-Fault Ground Motion. In: Frontiers in Built Environment, v. 2 (Januar 2017).

    https://doi.org/10.3389/fbuil.2016.00002

  13. 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 (Januar 2017).

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

  14. Kojima, Kotaro / Takewaki, Izuru (2016): Critical Input and Response of Elastic–Plastic Structures Under Long-Duration Earthquake Ground Motions. In: Frontiers in Built Environment, v. 1 (Januar 2016).

    https://doi.org/10.3389/fbuil.2015.00015

  15. Kojima, Kotaro / Takewaki, Izuru (2016): Critical Earthquake Response of Elastic–Plastic Structures Under Near-Fault Ground Motions (Part 2). Forward-Directivity Input. In: Frontiers in Built Environment, v. 1 (Januar 2016).

    https://doi.org/10.3389/fbuil.2015.00013

  16. 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 (Januar 2016).

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

  17. 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 (Januar 2016).

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

  18. 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 (Januar 2016).

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

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

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

  20. 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)

  21. 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

  22. 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 (Juni 2010).

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

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

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

  24. 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

  25. 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

  26. Takewaki, Izuru (2004): Critical envelope functions for non-stationary random earthquake input. In: Computers & Structures, v. 82, n. 20-21 (August 2004).

    https://doi.org/10.1016/j.compstruc.2004.04.004

  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 (Februar 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 (Juni 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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