Hiroshi Kawase
- (2024): A computational approach for bedrock regressions with diffuse field concept beneath the Japan Islands. In: Soil Dynamics and Earthquake Engineering, v. 177 (Februar 2024).
- (2023): A hybrid approach for deriving horizontal site amplification factors considering both the similarity of HVSRE and the vertical amplification correction function. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 1 (Februar 2023).
- (2023): Application of a telescopic evolutionary algorithm with the diffuse-field concept for velocity inversion from strong motion data at K-NET and KiK-net stations in the presence of borehole and geological data. In: Soil Dynamics and Earthquake Engineering, v. 164 (Januar 2023).
- (2022): Simulation of soil liquefaction distribution in downtown Mashiki during 2016 Kumamoto earthquake using nonlinear site response. In: Bulletin of Earthquake Engineering, v. 20, n. 11 (Juni 2022).
- (1999): Verification Of Improvement Effect Of Vibrational Compaction Method With Absorbing Excess Pore Water Pressure At Gravelly Ground. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 1999, n. 617 ( 1999).
- (2021): A new empirical method for obtaining horizontal site amplification factors with soil nonlinearity. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 10 (August 2021).
- (2021): Simulation of building damage distribution in downtown Mashiki, Kumamoto, Japan caused by the 2016 Kumamoto earthquake based on site-specific ground motions and nonlinear structural analyses. In: Bulletin of Earthquake Engineering, v. 19, n. 9 (Mai 2021).
- (2019): Direct evaluation of S-wave amplification factors from microtremor H/V ratios: Double empirical corrections to "Nakamura" method. In: Soil Dynamics and Earthquake Engineering, v. 126 (November 2019).
- (2015): Responses of a High-Rise Building during the 2011 Tohoku Earthquake and Simulation Analysis for Future Mega-Thrust Earthquakes. Vorgetragen bei: IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015.
- (2015): System Ddentification of a Five-Storied Steel-Frame Structure Based on Natural Frequency Deviation with Known Mass Loading. Vorgetragen bei: IABSE Conference: Elegance in structures, Nara, Japan, 13-15 May 2015.
- (2004): Damage evaluation models of reinforced concrete buildings based on the damage statistics and simulated strong motions during the 1995 Hyogo-ken Nanbu earthquake. In: Earthquake Engineering and Structural Dynamics, v. 33, n. 6 (Mai 2004).
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