Kohei Fujita
- (2021): A Simple Critical Response Evaluation Method for Base-Isolation Building-Connection Hybrid System Under Double Impulse as Representative of Near-Fault Ground Motion. In: Frontiers in Built Environment, v. 7 (January 2021).
- (2014): Simplified Analysis of the Effect of Soil Liquefaction on the Earthquake Pile Response. In: Journal of Civil Engineering and Architecture, v. 8, n. 3 (March 2014).
- (2012): Robustness Evaluation on Earthquake Response of Base-Isolated Buildings with Uncertain Structural Properties under Long-Period Ground Motions. In: Architectoni.ca, v. 1, n. 1 (June 2012).
- (2019): Stiffness and Damping Identification for Asymmetric Building Frame With In-plane Flexible Floors. In: Frontiers in Built Environment, v. 5 (November 2019).
- (2019): Stiffness Identification of High-Rise Buildings Based on Statistical Model-Updating Approach. In: Frontiers in Built Environment, v. 4 (February 2019).
- (2019): A Simple Response Evaluation Method for Base-Isolation Building-Connection Hybrid Structural System under Long-Period and Long-Duration Ground Motion. In: Frontiers in Built Environment, v. 4 (February 2019).
- (2018): Robustness Evaluation of Elastoplastic Base-Isolated High-Rise Buildings Subjected to Critical Double Impulse. In: Frontiers in Built Environment, v. 3 (February 2018).
- (2013): Simultaneous optimal damper placement using oil, hysteretic and inertial mass dampers. In: Earthquakes and Structures, v. 5, n. 3 (September 2013).
- (2015): System identification of high-rise buildings using shear-bending model and ARX model: Experimental investigation. In: Earthquakes and Structures, v. 8, n. 4 (April 2015).
- (2014): Story-wise system identification of actual shear building using ambient vibration data and ARX model. In: Earthquakes and Structures, v. 7, n. 6 (December 2014).
- (2013): Uncertainties in long-period ground motion and its impact on building structural design: Case study of the 2011 Tohoku (Japan) earthquake. In: Engineering Structures, v. 49 (April 2013).
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