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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Fujii, Kenji (2024): 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).

    https://doi.org/10.3389/fbuil.2024.1431000

  2. Fujii, Kenji (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).

    https://doi.org/10.3389/fbuil.2024.1369589

  3. Fujii, Kenji (2023): 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).

    https://doi.org/10.3389/fbuil.2023.1219740

  4. Fujii, Kenji / Shioda, Momoka (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).

    https://doi.org/10.3390/buildings13020401

  5. Fujii, Kenji (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).

    https://doi.org/10.3389/fbuil.2022.1034166

  6. Fujii, Kenji (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).

    https://doi.org/10.3390/buildings12030275

  7. Izumi, Norihiro / Fujii, Kenji (2003): 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).

    https://doi.org/10.2208/jscej.2003.747_95

  8. Hoshino, Yoshinobu / Uchita, Yoshihisa / Watanabe, Kunio / Fujii, Kenji (2005): 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).

    https://doi.org/10.2208/jscej.2005.805_77

  9. Fujii, Kenji (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).

    https://doi.org/10.3390/buildings11040143

  10. Fujii, Kenji / Mogi, Yoshiyuki / Noguchi, Takumi (2020): Predicting Maximum and Cumulative Response of A Base-isolated Building Using Pushover Analysis. In: Buildings, v. 10, n. 5 (26 April 2020).

    https://doi.org/10.3390/buildings10050091

  11. Fujii, Kenji (2016): Assessment of pushover-based method to a building with bidirectional setback. In: Earthquakes and Structures, v. 11, n. 3 (September 2016).

    https://doi.org/10.12989/eas.2016.11.3.421

  12. Fujii, Kenji (2018): 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).

    https://doi.org/10.1002/2475-8876.1007

  13. Fujii, Kenji (2019): Pushover-Based Seismic Capacity Evaluation of Uto City Hall Damaged by the 2016 Kumamoto Earthquake. In: Buildings, v. 9, n. 6 (June 2019).

    https://doi.org/10.3390/buildings9060140

  14. Fujii, Kenji (2011): Nonlinear Static Procedure for Multi-Story Asymmetric Frame Buildings Considering Bi-Directional Excitation. In: Journal of Earthquake Engineering, v. 15, n. 2 ( 2011).

    https://doi.org/10.1080/13632461003702902

  15. Fujii, Kenji (2013): 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).

    https://doi.org/10.1007/s10518-013-9557-x

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