Piero Colajanni 
- (2021): Steel based retrofitting interventions for existing masonry walls: a comparative numerical investigation. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021).
- (2021): Shear Capacity Model with Variable Orientation of Concrete Stress Field for RC Beams Strengthened by FRP with Different Inclinations. Dans: Journal of Composites for Construction, v. 25, n. 4 (août 2021).
- (2018): Stress transfer and failure mechanisms in steel-concrete trussed beams: Experimental investigation on slab-thick and full-thick beams. Dans: Construction and Building Materials, v. 161 (février 2018).
- (2019): Ultimate Shear of RC Beams with Corroded Stirrups and Strengthened with FRP. Dans: Buildings, v. 9, n. 2 (février 2019).
- (2014): Stress transfer mechanism investigation in hybrid steel trussed–concrete beams by push-out tests. Dans: Journal of Constructional Steel Research, v. 95 (avril 2014).
- (2015): Stiffness and strength of composite truss beam to R.C. column connection in MRFs. Dans: Journal of Constructional Steel Research, v. 113 (octobre 2015).
- (2017): Stress Field Model for Strengthening of Shear-Flexure Critical RC Beams. Dans: Journal of Composites for Construction, v. 21, n. 5 (octobre 2017).
- (2013): Stress-Strain Law for Confined Concrete with Hardening or Softening Behavior. Dans: Advances in Civil Engineering, v. 2013 ( 2013).
- (2014): Shear strength degradation due to flexural ductility demand in circular RC columns. Dans: Bulletin of Earthquake Engineering, v. 13, n. 6 (septembre 2014).
- (2010): Simple Plastic Model for Shear Critical SFRC Beams. Dans: Journal of Structural Engineering (ASCE), v. 136, n. 4 (avril 2010).
Structurae coopère avec
