Dionysis Biskinis 
- (2024): Shear resistance of RC members with closed FRP jacket for Eurocode 8. In: Bulletin of Earthquake Engineering, v. 22, n. 13 (23 September 2024).
- (2024): Stiffness, cyclic deformation capacity and energy dissipation in concrete members with plain bars: implications for seismic response and performance. In: Bulletin of Earthquake Engineering, v. 22, n. 4 (January 2024).
- (2018): Energy dissipation models for RC members and structures. In: Earthquake Engineering and Structural Dynamics, v. 48, n. 3 (March 2018).
- (2022): Energy dissipation in reinforced concrete members before or after yielding. In: Earthquake Engineering and Structural Dynamics, v. 51, n. 4 (10 April 2022).
- (2020): Cyclic shear resistance model for Eurocode 8 consistent with the second-generation Eurocode 2. In: Bulletin of Earthquake Engineering, v. 18, n. 6 (February 2020).
- (2020): Cyclic shear resistance for seismic design, based on monotonic shear models in fib Model Code 2010 and in the 2018 draft of Eurocode 2. In: Structural Concrete, v. 21, n. 1 (February 2020).
- (2015): Transnational access to European seismic research facilities. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 168, n. 11 (November 2015).
- (2013): Models for FRP-wrapped rectangular RC columns with continuous or lap-spliced bars under cyclic lateral loading. In: Engineering Structures, v. 57 (December 2013).
- (2018): Effect of Load Cycling, FRP Jackets, and Lap-Splicing of Longitudinal Bars on the Effective Stiffness and Ultimate Deformation of Flexure-Controlled RC Members. In: Journal of Structural Engineering (ASCE), v. 144, n. 6 (June 2018).
- (2016): Ultimate Strain Criteria for RC Members in Monotonic or Cyclic Flexure. In: Journal of Structural Engineering (ASCE), v. 142, n. 9 (September 2016).
- (2015): Strength, stiffness and cyclic deformation capacity of RC frames converted into walls by infilling with RC. In: Bulletin of Earthquake Engineering, v. 14, n. 3 (November 2015).
- (2013): Stiffness and cyclic deformation capacity of circular RC columns with or without lap-splices and FRP wrapping. In: Bulletin of Earthquake Engineering, v. 11, n. 5 (March 2013).
- (2017): Models of the flexure-controlled strength, stiffness and cyclic deformation capacity of rectangular RC columns with smooth bars, including lap-splicing and FRP jackets. In: Bulletin of Earthquake Engineering, v. 16, n. 1 (July 2017).
- (2015): Strength, deformation capacity and failure modes of RC walls under cyclic loading. In: Bulletin of Earthquake Engineering, v. 13, n. 11 (May 2015).
- (2018): Flexural rotation capacity models fitted to test results using different statistical approaches. In: Structural Concrete, v. 19, n. 2 (April 2018).
- (2007): Effect of Lap Splices on Flexural Resistance and Cyclic Deformation Capacity of RC Members. In: Beton- und Stahlbetonbau, v. 102 (September 2007).
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