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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
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Takewaki, Izuru (2009): Building Control with Passive Dampers. John Wiley & Sons, Inc., New York (USA), ISBN 9780470824931.
https://doi.org/10.1002/9780470824931
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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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
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Takewaki, Izuru (2016): Beyond Uncertainties in Earthquake Structural Engineering. In: Frontiers in Built Environment, v. 1 (January 2016).
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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).
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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
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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
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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
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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
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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
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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
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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
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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
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Takewaki, Izuru (2004): Bound of Earthquake Input Energy. In: Journal of Structural Engineering (ASCE), v. 130, n. 9 (September 2004).
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