- Seismic capacity evaluation of reinforced concrete moment-resisting frames with steel damper columns using incremental critical pseudo-multi impulse analysis. In: Frontiers in Built Environment, v. 10 (February 2024). (2024):
- Critical pseudo-double impulse analysis evaluating seismic energy input to reinforced concrete buildings with steel damper columns. In: Frontiers in Built Environment, v. 10 (February 2024). (2024):
- Energy-based response prediction of reinforced concrete buildings with steel damper columns under pulse-like ground motions. In: Frontiers in Built Environment, v. 9 (February 2023). (2023):
- (2023): Energy-Based Prediction of the Peak and Cumulative Response of a Reinforced Concrete Building with Steel Damper Columns. In: Buildings, v. 13, n. 2 (14 February 2023).
- (2022): Influence of the angle of seismic incidence of long-period pulse-like ground motion on an irregular base-isolated building. In: Frontiers in Built Environment, v. 8 (February 2022).
- (2022): Peak and Cumulative Response of Reinforced Concrete Frames with Steel Damper Columns under Seismic Sequences. In: Buildings, v. 12, n. 3 (8 March 2022).
- Linear Stability Analysis Of The Channelization On Slopes Composed Of Weakly Cohesive Fine Material. In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2003, n. 747 (November 2003). (2003):
- 解析解を入力値としたANNによるロックフィルダム初期湛水時の間隙水圧挙動予測 (Prediction Of Pore Pressure Change In Rock-fill Dams During Its First Impounding By Using Numerical Analysis, Genetic Algorithm And Artificial Neural Network). In: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2005, n. 805 ( 2005). (2005):
- (2021): Bidirectional Seismic Energy Input to an Isotropic Nonlinear One-Mass Two-Degree-of-Freedom System. In: Buildings, v. 11, n. 4 (5 April 2021).
- (2020): Predicting Maximum and Cumulative Response of A Base-isolated Building Using Pushover Analysis. In: Buildings, v. 10, n. 5 (26 April 2020).
- Assessment of pushover-based method to a building with bidirectional setback. In: Earthquakes and Structures, v. 11, n. 3 (September 2016). (2016):
- Prediction of the peak seismic response of asymmetric buildings under bidirectional horizontal ground motion using equivalent SDOF model. In: Japan Architectural Review, v. 1, n. 1 (January 2018). (2018):
- (2019): Pushover-Based Seismic Capacity Evaluation of Uto City Hall Damaged by the 2016 Kumamoto Earthquake. In: Buildings, v. 9, n. 6 (June 2019).
- Nonlinear Static Procedure for Multi-Story Asymmetric Frame Buildings Considering Bi-Directional Excitation. In: Journal of Earthquake Engineering, v. 15, n. 2 ( 2011). (2011):
- Prediction of the largest peak nonlinear seismic response of asymmetric buildings under bi-directional excitation using pushover analyses. In: Bulletin of Earthquake Engineering, v. 12, n. 2 (November 2013). (2013):