Izuru Takewaki 
- (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).
- (2023): Energy-based seismic engineering. In: Frontiers in Built Environment, v. 9 (February 2023).
- (2022): The design of nonlinear damped building isolation systems by using mobility analysis. In: Frontiers in Built Environment, v. 8 (February 2022).
- (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).
- (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).
- (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).
- (2019): Damage identification for frame structures using vision-based measurement. In: Engineering Structures, v. 199 (November 2019).
- (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).
- (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).
- (2019): Critical Ground Motion for Resilient Building Design Considering Uncertainty of Fault Rupture Slip. In: Frontiers in Built Environment, v. 4 (February 2019).
- (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).
- (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).
- (2018): Dual Control High-rise Building for Robuster Earthquake Performance. In: Frontiers in Built Environment, v. 3 (February 2018).
- (2018): Direct Linear System Identification Method for Multistory Three-dimensional Building Structure with General Eccentricity. In: Frontiers in Built Environment, v. 3 (February 2018).
- (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).
- (2016): Effect of Non-linearity of Connecting Dampers on Vibration Control of Connected Building Structures. In: Frontiers in Built Environment, v. 1 (January 2016).
- (2016): Critical Input and Response of Elastic–Plastic Structures Under Long-Duration Earthquake Ground Motions. In: Frontiers in Built Environment, v. 1 (January 2016).
- (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).
- (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).
- (2010): Deterministic and probabilistic representation of near-field pulse-like ground motion. In: Soil Dynamics and Earthquake Engineering, v. 30, n. 5 (May 2010).
- (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).
- (2004): Critical envelope functions for non-stationary random earthquake input. In: Computers & Structures, v. 82, n. 20-21 (August 2004).
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(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
- (2004): Earthquake Input Energy to Soil-Structure Interaction Systems: A Frequency-Domain Approach. In: Advances in Structural Engineering, v. 7, n. 5 (October 2004).
- (1989): Ductility Design Via Optimum Design of Nonlinear Elastic Frames. In: Journal of Structural Engineering (ASCE), v. 115, n. 3 (March 1989).
- (2007): Earthquake Input Energy to Two Buildings Connected by Viscous Dampers. In: Journal of Structural Engineering (ASCE), v. 133, n. 5 (May 2007).
- (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).
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(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
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(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
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(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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