Kotaro Kojima
- (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 (März 2014).
- (2020): General Dynamic Collapse Criterion for Elastic–Plastic Structures Under Double Impulse as Substitute of Near-Fault Ground Motion. In: Frontiers in Built Environment, v. 6 (Januar 2020).
- (2019): Collapse-Limit Input Level of Critical Double Impulse for Damped Bilinear Hysteretic SDOF System With Negative Post-yield Stiffness. In: Frontiers in Built Environment, v. 5 (November 2019).
- (2019): Critical Response of Nonlinear Base-Isolated Building Considering Soil-Structure Interaction Under Double Impulse as Substitute for Near-Fault Ground Motion. In: Frontiers in Built Environment, v. 4 (Februar 2019).
- (2019): Critical Response of Single-Degree-of-Freedom Damped Bilinear Hysteretic System under Double Impulse As Substitute for Near-Fault Ground Motion. In: Frontiers in Built Environment, v. 4 (Februar 2019).
- (2019): Critical Earthquake Response of 2DOF Elastic-Perfectly Plastic Model Under Multiple Impulse as Substitute for Long-Duration Earthquake Ground Motions. In: Frontiers in Built Environment, v. 4 (Februar 2019).
- (2018): Critical Steady-State Response of Single-Degree-of-Freedom Bilinear Hysteretic System under Multi Impulse as Substitute of Long-Duration Ground Motion. In: Frontiers in Built Environment, v. 3 (Februar 2018).
- (2017): A Simple Evaluation Method of Seismic Resistance of Residential House under Two Consecutive Severe Ground Motions with Intensity 7. In: Frontiers in Built Environment, v. 2 (Januar 2017).
- (2017): Closed-Form Overturning Limit of Rigid Block under Critical Near-Fault Ground Motions. In: Frontiers in Built Environment, v. 2 (Januar 2017).
- (2017): Closed-Form Dynamic Stability Criterion for Elastic–Plastic Structures under Near-Fault Ground Motions. In: Frontiers in Built Environment, v. 2 (Januar 2017).
- (2017): Critical Response of 2DOF Elastic–Plastic Building Structures under Double Impulse as Substitute of Near-Fault Ground Motion. In: Frontiers in Built Environment, v. 2 (Januar 2017).
- (2017): Closed-Form Critical Earthquake Response of Elastic–Plastic Structures on Compliant Ground under Near-Fault Ground Motions. In: Frontiers in Built Environment, v. 2 (Januar 2017).
- (2016): Critical Input and Response of Elastic–Plastic Structures Under Long-Duration Earthquake Ground Motions. In: Frontiers in Built Environment, v. 1 (Januar 2016).
- (2016): Critical Earthquake Response of Elastic–Plastic Structures Under Near-Fault Ground Motions (Part 2). Forward-Directivity Input. In: Frontiers in Built Environment, v. 1 (Januar 2016).
- (2016): Critical Earthquake Response of Elastic–Plastic Structures Under Near-Fault Ground Motions (Part 1). Fling-Step Input. In: Frontiers in Built Environment, v. 1 (Januar 2016).
- (2016): Critical Double Impulse Input and Bound of Earthquake Input Energy to Building Structure. In: Frontiers in Built Environment, v. 1 (Januar 2016).
- (2018): Critical earthquake response of a SDOF elastic-perfectly plastic model with viscous damping under double impulse as a substitute for near-fault ground motion. In: Japan Architectural Review, v. 1, n. 2 (April 2018).
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