Izuru Takewaki 
- (2022): A new reduced model of damped moment frame for rapid optimization of viscous damper placement. In: Japan Architectural Review, v. 5, n. 4 (September 2022).
- (2022): Resilience evaluation of elastic‐plastic high‐rise buildings under resonant long‐duration ground motion. In: Japan Architectural Review, v. 5, n. 4 (September 2022).
- (2022): Modeling of resilience based on categorized recovery scenario and improving resilience with viscous damper. In: Japan Architectural Review, v. 5, n. 3 (30 June 2022).
- (2022): Pseudo‐multi impulse for simulating critical response of elastic–plastic high‐rise buildings under long‐duration, long‐period ground motion. In: The Structural Design of Tall and Special Buildings, v. 31, n. 14 (14 September 2022).
- (2021): Pseudo-double impulse for simulating critical response of elastic-plastic MDOF model under near-fault earthquake ground motion. In: Soil Dynamics and Earthquake Engineering, v. 150 (November 2021).
- (2021): Optimal Seismic Design of Stiffness and Gap of Hysteretic-Viscous Hybrid Damper System in Nonlinear Building Frames for Simultaneous Reduction of Interstory Drift and Acceleration. In: Frontiers in Built Environment, v. 7 (January 2021).
- (2020): New Architectural Viewpoint for Enhancing Society’s Resilience for Multiple Risks Including Emerging COVID-19. In: Frontiers in Built Environment, v. 6 (January 2020).
- (2020): Recent Advances and Applications of Seismic Isolation and Energy Dissipation Devices. In: Frontiers in Built Environment, v. 6 (January 2020).
- (2020): Model-Free Identification of Hysteretic Restoring-Force Characteristic of Multi-Plane and Multi-Story Frame Model With In-Plane Flexible Floor. In: Frontiers in Built Environment, v. 6 (January 2020).
- (2019): Optimal Viscous Damper Placement for Elastic-Plastic MDOF Structures Under Critical Double Impulse. In: Frontiers in Built Environment, v. 5 (November 2019).
- (2018): Occurrence Mechanism of Large Acceleration in KiK-net Seismic Records during Iwate–Miyagi Nairiku Earthquake in 2008. In: Frontiers in Built Environment, v. 3 (February 2018).
- (2018): Modal–Physical Hybrid System Identification of High-rise Building via Subspace and Inverse-Mode Methods. In: Frontiers in Built Environment, v. 3 (February 2018).
- (2016): Reliability of System Identification Technique in Super High-Rise Building. In: Frontiers in Built Environment, v. 1 (January 2016).
- (2006): Probabilistic Critical Excitation Method for Earthquake Energy Input Rate. In: Journal of Engineering Mechanics (ASCE), v. 132, n. 9 (September 2006).
- (2001): Nonstationary Random Critical Excitation for Acceleration Response. In: Journal of Engineering Mechanics (ASCE), v. 127, n. 6 (June 2001).
- (1985): Optimum Building Design for Forced‐Mode Compliance. In: Journal of Engineering Mechanics (ASCE), v. 111, n. 9 (September 1985).
- (2012): New three-layer-type hysteretic damper system and its damping capacity. In: Earthquakes and Structures, v. 3, n. 6 (December 2012).
- (2010): Optimal placement of viscoelastic dampers and supporting members under variable critical excitations. In: Earthquakes and Structures, v. 1, n. 1 (March 2010).
- (2014): Optimal placement and design of nonlinear dampers for building structures in the frequency domain. In: Earthquakes and Structures, v. 7, n. 6 (December 2014).
- (2019): Physical‐based parametrization and local damage identification for frame‐type structures using response sensitivity approach in time domain. In: Structural Control and Health Monitoring, v. 26, n. 10 (13 September 2019).
- (1998): Remarkable response amplification of building frames due to resonance with the surface ground. In: Soil Dynamics and Earthquake Engineering, v. 17, n. 4 (June 1998).
- (2002): Nonlinear surface ground analysis via statistical approach. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 6 (August 2002).
- (1999): Optimal damper placement for building structures including surface ground amplification. In: Soil Dynamics and Earthquake Engineering, v. 18, n. 5 (July 1999).
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(1999): Non‐monotonic optimal damper placement via steepest direction search. In: Earthquake Engineering and Structural Dynamics, v. 28, n. 6 (June 1999).
https://doi.org/10.1002/(sici)1096-9845(199906)28:6<655::aid-eqe833>3.0.co;2-t
- (2012): Post-Tensioning High-Hardness Rubber Damper System for Vibration Control of Residential Houses and Building Structures. In: Advances in Structural Engineering, v. 15, n. 12 (December 2012).
- (2001): A new method for non-stationary random critical excitation. In: Earthquake Engineering and Structural Dynamics, v. 30, n. 4 (April 2001).
- (2001): Probabilistic critical excitation for MDOF elastic-plastic structures on compliant ground. In: Earthquake Engineering and Structural Dynamics, v. 30, n. 9 (September 2001).
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(1997): Optimal damper placement for minimum transfer functions. In: Earthquake Engineering and Structural Dynamics, v. 26, n. 11 (November 1997).
https://doi.org/10.1002/(sici)1096-9845(199711)26:11<1113::aid-eqe696>3.0.co;2-x
- (2010): Modeling Critical Ground-Motion Sequences for Inelastic Structures. In: Advances in Structural Engineering, v. 13, n. 4 (August 2010).
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(2000): Reduced-basis stiffness inversion of a structure-foundation system via component-mode synthesis. In: The Structural Design of Tall Buildings, v. 9, n. 3 ( 2000).
https://doi.org/10.1002/1099-1794(200006)9:3<215::aid-tal154>3.0.co;2-q
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