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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. Palermo, Michele / Ponzo, Felice Carlo / Foti, Dora / Mazza, Fabio / Takewaki, Izuru / Castaldo, Paolo (2023): Energy dissipation devices and vibration-control systems for structures and infrastructures to mitigate damages under different hazards. In: Frontiers in Built Environment, v. 9 (February 2023).

    https://doi.org/10.3389/fbuil.2023.1328920

  2. Mollaioli, Fabrizio / Benavent-Climent, Amadeo / Takewaki, Izuru (2023): Energy-based seismic engineering. In: Frontiers in Built Environment, v. 9 (February 2023).

    https://doi.org/10.3389/fbuil.2023.1327561

  3. Zhu, Yun-Peng / Lang, Z. Q. / Fujita, Kohei / Takewaki, Izuru (2022): The design of nonlinear damped building isolation systems by using mobility analysis. In: Frontiers in Built Environment, v. 8 (February 2022).

    https://doi.org/10.3389/fbuil.2022.971260

  4. Jiao, Jian / Guo, Jia / Fujita, Kohei / Takewaki, Izuru (2021): Displacement measurement and nonlinear structural system identification: A vision‐based approach with camera motion correction using planar structures. In: Structural Control and Health Monitoring, v. 28, n. 8 (4 July 2021).

    https://doi.org/10.1002/stc.2761

  5. Kawai, Akira / Maeda, Tatsuhiko / Takewaki, Izuru (2021): Critical Response of High-Rise Buildings With Deformation-Concentration Seismic Control System Under Double and Multi Impulses Representing Pulse-Type and Long-Duration Ground Motions. In: Frontiers in Built Environment, v. 7 (January 2021).

    https://doi.org/10.3389/fbuil.2021.649224

  6. Fujita, Kohei / Takewaki, Izuru (2011): An efficient methodology for robustness evaluation by advanced interval analysis using updated second-order Taylor series expansion. In: Engineering Structures, v. 33, n. 12 (December 2011).

    https://doi.org/10.1016/j.engstruct.2011.08.029

  7. Guo, Jia / Jiao, Jian / Fujita, Kohei / Takewaki, Izuru (2019): Damage identification for frame structures using vision-based measurement. In: Engineering Structures, v. 199 (November 2019).

    https://doi.org/10.1016/j.engstruct.2019.109634

  8. 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 (January 2020).

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

  9. 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 (February 2019).

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

  10. 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 (February 2019).

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

  11. 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 (February 2019).

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

  12. Kojima, Kotaro / Takewaki, Izuru (2018): Critical Steady-State Response of Single-Degree-of-Freedom Bilinear Hysteretic System under Multi Impulse as Substitute of Long-Duration Ground Motion. In: Frontiers in Built Environment, v. 3 (February 2018).

    https://doi.org/10.3389/fbuil.2017.00041

  13. Fukumoto, Yoshiyuki / Takewaki, Izuru (2018): Dual Control High-rise Building for Robuster Earthquake Performance. In: Frontiers in Built Environment, v. 3 (February 2018).

    https://doi.org/10.3389/fbuil.2017.00012

  14. Shintani, Kenichirou / Yoshitomi, Shinta / Takewaki, Izuru (2018): Direct Linear System Identification Method for Multistory Three-dimensional Building Structure with General Eccentricity. In: Frontiers in Built Environment, v. 3 (February 2018).

    https://doi.org/10.3389/fbuil.2017.00017

  15. 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 (January 2017).

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

  16. Kasagi, Masatoshi / Fujita, Kohei / Tsuji, Masaaki / Takewaki, Izuru (2016): Effect of Non-linearity of Connecting Dampers on Vibration Control of Connected Building Structures. In: Frontiers in Built Environment, v. 1 (January 2016).

    https://doi.org/10.3389/fbuil.2015.00025

  17. 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 (January 2016).

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

  18. 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 (January 2016).

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

  19. Kim, Hyeong-Gook / Yoshitomi, Shinta / Tsuji, Masaaki / Takewaki, Izuru (2012): Ductility inverse-mapping method for SDOF systems including passive dampers for varying input level of ground motion. In: Earthquakes and Structures, v. 3, n. 1 (January 2012).

    https://doi.org/10.12989/eas.2012.3.1.059

  20. Moustafa, Abbas / Takewaki, Izuru (2010): Deterministic and probabilistic representation of near-field pulse-like ground motion. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 5 (May 2010).

    https://doi.org/10.1016/j.soildyn.2009.12.013

  21. Takewaki, Izuru / Kishida, Akiko (2005): Efficient analysis of pile-group effect on seismic stiffness and strength design of buildings. In: Soil Dynamics and Earthquake Engineering, v. 25, n. 5 (July 2005).

    https://doi.org/10.1016/j.soildyn.2005.02.009

  22. 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

  23. Takewaki, Izuru (1999): Displacement-acceleration control via stiffness-damping collaboration. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 12 (December 1999).

    https://doi.org/10.1002/(sici)1096-9845(199912)28:12<1567::aid-eqe882>3.0.co;2-1

  24. Takewaki, Izuru / Fujimoto, Hiroshi (2004): Earthquake Input Energy to Soil-Structure Interaction Systems: A Frequency-Domain Approach. In: Advances in Structural Engineering, v. 7, n. 5 (October 2004).

    https://doi.org/10.1260/1369433042863305

  25. Nakamura, Tsuneyoshi / Takewaki, Izuru (1989): Ductility Design Via Optimum Design of Nonlinear Elastic Frames. In: Journal of Structural Engineering (ASCE), v. 115, n. 3 (March 1989).

    https://doi.org/10.1061/(asce)0733-9445(1989)115:3(608)

  26. Takewaki, Izuru (2007): Earthquake Input Energy to Two Buildings Connected by Viscous Dampers. In: Journal of Structural Engineering (ASCE), v. 133, n. 5 (May 2007).

    https://doi.org/10.1061/(asce)0733-9445(2007)133:5(620)

  27. Takewaki, Izuru / Fujita, Kohei (2009): Earthquake input energy to tall and base-isolated buildings in time and frequency dual domains. In: The Structural Design of Tall and Special Buildings, v. 18, n. 6 (October 2009).

    https://doi.org/10.1002/tal.497

  28. Takewaki, Izuru / Yoshitomi, Shinta (1998): Effects of support stiffnesses on optimal damper placement for a planar building frame. In: The Structural Design of Tall Buildings, v. 7, n. 4 ( 1998).

    https://doi.org/10.1002/(SICI)1099-1794(199812)7:4<323::AID-TAL115>3.0.CO;2-L

  29. Takewaki, Izuru (1997): Efficient semi-analytical generator of initial stiffness designs for steel frames under seismic loading [Part 2]. Slender frame. In: The Structural Design of Tall Buildings, v. 6, n. 2 ( 1997).

    https://doi.org/10.1002/(SICI)1099-1794(199706)6:2<163::AID-TAL91>3.0.CO;2-E

  30. Takewaki, Izuru (1997): Efficient semi-analytical generator of initial stiffness designs for steel frames under seismic loading [Part 1]. Fundamental frame. In: The Structural Design of Tall Buildings, v. 6, n. 2 ( 1997).

    https://doi.org/10.1002/(SICI)1099-1794(199706)6:2<151::AID-TAL90>3.0.CO;2-M

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