George Vasdravellis 
- : Novel outrigger element utilizing thin steel plates as infill to concrete frames in concrete high‐rise buildings. In: The Structural Design of Tall and Special Buildings.
- (2024): Experimental and theoretical study on a new type of non-embedded T-bolt shear connector in composite beams. In: Structures, v. 69 (November 2024).
- (2024): Equivalent Viscous Damping for Dual Frame-Wall Resilient System. In: Journal of Structural Engineering (ASCE), v. 150, n. 10 (October 2024).
- (2024): Machine-learning assisted analysis on the seismic performance of steel reinforced concrete composite columns. In: Structures, v. 68 (October 2024).
- (2024): Cyclic inelastic performance evaluation of locking bolt demountable shear connectors in steel-concrete composite structures. In: Engineering Structures, v. 318 (November 2024).
- (2024): Experimental and numerical investigation on the buckling behavior of corroded CST under axial compression. In: Structures, v. 62 (April 2024).
- (2024): Mechanical performance of Q345 steel after corrosion: Experimental and theoretical investigation. In: Structures, v. 62 (April 2024).
- (2024): Displacement profile for direct-displacement based seismic design of dual frame-wall resilient system. In: Journal of Constructional Steel Research, v. 214 (March 2024).
- (2023): Mechanical behaviour and experimental evaluation of self-centring steel plate shear walls considering frame-expansion effects. In: Journal of Building Engineering, v. 72 (August 2023).
- (2023): Seismic performance evaluation of high‐post‐yield stiffness concentrically braced steel frames under mainshock‐consistent‐aftershock sequences. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 7 (March 2023).
- (2023): Eurocode‐8‐conforming seismic design and behaviour factor of high‐post‐yield stiffness concentrically‐braced steel frames. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 5 (May 2023).
- (2022): Behaviour and design of the ‘lockbolt’ demountable shear connector for sustainable steel-concrete structures. In: Structures, v. 44 (October 2022).
- (2022): Residual drift risk of self-centering steel MRFs with novel steel column bases in near-fault regions. In: Soil Dynamics and Earthquake Engineering, v. 162 (November 2022).
- (2022): An analytical optimization study on the core-outrigger system for efficient design of tall buildings under static lateral loads. In: Journal of Building Engineering, v. 46 (April 2022).
- (2022): Experimental and Numerical Evaluation of a Welded Demountable Shear Connector through Horizontal Pushout Tests. In: Journal of Structural Engineering (ASCE), v. 148, n. 2 (February 2022).
- (2022): Horizontal pushout tests and parametric analyses of a locking-bolt demountable shear connector. In: Structures, v. 35 (January 2022).
- (2022): Seismic behaviour of post-tensioned beam-to-column connection using slender energy-dissipating rectangles. In: Engineering Structures, v. 250 (January 2022).
- (2020): Progressive collapse resistance of steel self-centering MRFs including the effects of the composite floor. In: Engineering Structures, v. 208 (April 2020).
- (2019): Pilot experimental and numerical studies on a novel retrofit scheme for steel joints against progressive collapse. In: Engineering Structures, v. 200 (December 2019).
- (2020): Seismic collapse of self-centering steel MRFs with different column base structural properties. In: Journal of Constructional Steel Research, v. 175 (December 2020).
- (2015): Moment–shear–axial force interaction in composite beams. In: Journal of Constructional Steel Research, v. 114 (November 2015).
- (2016): Dual seismic-resistant steel frame with high post-yield stiffness energy-dissipative braces for residual drift reduction. In: Journal of Constructional Steel Research, v. 122 (July 2016).
- (2018): Self-centering steel column base with metallic energy dissipation devices. In: Journal of Constructional Steel Research, v. 149 (October 2018).
- (2018): Robustness assessment of a steel self-centering moment-resisting frame under column loss. In: Journal of Constructional Steel Research, v. 141 (February 2018).
- (2013): Finite element models and cyclic behavior of self-centering steel post-tensioned connections with web hourglass pins. In: Engineering Structures, v. 52 (July 2013).
- (2014): Design Rules, Experimental Evaluation, and Fracture Models for High-Strength and Stainless-Steel Hourglass Shape Energy Dissipation Devices. In: Journal of Structural Engineering (ASCE), v. 140, n. 11 (November 2014).
- (2013): Seismic design, modelling and assessment of self-centering steel frames using post-tensioned connections with web hourglass shape pins. In: Bulletin of Earthquake Engineering, v. 11, n. 5 (March 2013).
- (2013): Large-Scale Experimental Validation of Steel Posttensioned Connections with Web Hourglass Pins. In: Journal of Structural Engineering (ASCE), v. 139, n. 6 (June 2013).
- (2017): 11.21: Experimental evaluation and explicit fracture simulations of stainless steel seismic dampers. In: ce/papers, v. 1, n. 2-3 (September 2017).
- (2017): 08.28: Push out tests of a novel shear connection mechanism for use in demountable precast composite beams. In: ce/papers, v. 1, n. 2-3 (September 2017).
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