Naohiro Nakamura 
- (2023): Performance of inherent damping models in inelastic seismic analysis for tall building subject to simultaneous horizontal and vertical seismic motion. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 12 (June 2023).
- (2022): Application of extended Rayleigh damping model to 3D frame analysis. Evaluation of damping in elastic response history analysis. In: Japan Architectural Review, v. 6, n. 1 (21 November 2022).
- (2022): Applicability of Time Domain Transform Methods for Frequency Dependent Dynamic Stiffness. In: Frontiers in Built Environment, v. 8 (February 2022).
- (2022): Vibration Characteristics of Capped Viscous Damping Based on Frame Restoring-Force Amplitude. In: Frontiers in Built Environment, v. 8 (February 2022).
- (2022): Physical parameters identification for full‐scale ten‐story reinforced concrete building with degrading tri‐linear model by modal iterative error correction method. In: Earthquake Engineering and Structural Dynamics, v. 51, n. 1 (January 2022).
- (2021): 3D FEM Soil-Structure Interaction Analysis for Kashiwazaki–Kariwa Nuclear Power Plant Considering Soil Separation and Sliding. In: Frontiers in Built Environment, v. 7 (January 2021).
- (2021): Parameter identification for nonlinear structural model using modal iterative error correction method. In: Engineering Structures, v. 232 (April 2021).
- (2021): Characteristics of the first‐mode vertical vibration of buildings based on earthquake observation records. In: Japan Architectural Review, v. 4, n. 2 (March 2021).
- (2018): Response Analysis and Auto-Regressive Exogenous Modeling of a Steel-Reinforced Concrete High-Rise Building during the 2011 Off the Pacific Coast of Tohoku Earthquake. In: Frontiers in Built Environment, v. 3 (February 2018).
- (2017): Centrifuge Testing and Seismic Response Analysis for Uplift Behavior of Spread Foundation Structures on Rock. In: Frontiers in Built Environment, v. 2 (January 2017).
- (2017): Extended Rayleigh Damping Model. In: Frontiers in Built Environment, v. 2 (January 2017).
- (2016): Three-Dimensional Energy Transmitting Boundary in the Time Domain. In: Frontiers in Built Environment, v. 1 (January 2016).
- (2012): Basic Study on the Transform Method of Frequency-Dependent Functions into Time Domain: Relation to Duhamel’s Integral and Time-Domain-Transfer Function. In: Journal of Engineering Mechanics (ASCE), v. 138, n. 3 (March 2012).
- (2008): Nonlinear Response Analysis Considering Dynamic Stiffness with Both Frequency and Strain Dependencies. In: Journal of Engineering Mechanics (ASCE), v. 134, n. 7 (July 2008).
- (2013): Response analysis of soil deposit considering both frequency and strain amplitude dependencies using nonlinear causal hysteretic damping model. In: Earthquakes and Structures, v. 4, n. 2 (February 2013).
- (2012): Two-dimensional energy transmitting boundary in the time domain. In: Earthquakes and Structures, v. 3, n. 2 (April 2012).
- (2009): Nonlinear response analyses of a soil–structure interaction system using transformed energy transmitting boundary in the time domain. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 5 (May 2009).
- (2015): Finite-element analysis of laminated rubber bearing of building frame under seismic excitation. In: Earthquake Engineering and Structural Dynamics, v. 44, n. 11 (September 2015).
- (2006): A practical method to transform frequency dependent impedance to time domain. In: Earthquake Engineering and Structural Dynamics, v. 35, n. 2 (February 2006).
- (2005): A practical method for estimating dynamic soil stiffness on surface of multi-layered soil. In: Earthquake Engineering and Structural Dynamics, v. 34, n. 11 (September 2005).
- (2006): Improved methods to transform frequency-dependent complex stiffness to time domain. In: Earthquake Engineering and Structural Dynamics, v. 35, n. 8 (10 July 2006).
- (2007): Practical causal hysteretic damping. In: Earthquake Engineering and Structural Dynamics, v. 36, n. 5 (25 April 2007).
- (2008): Transform methods for frequency-dependent complex stiffness to time domain using real or imaginary data only. In: Earthquake Engineering and Structural Dynamics, v. 37, n. 4 (10 April 2008).
- (2009): Analytical study on energy consumption and damage to cylindrical and I-shaped reinforced concrete shear walls subjected to cyclic loading. In: Engineering Structures, v. 31, n. 4 (April 2009).
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