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