1. Behaviour of End Zone of Pre-tensioned Concrete Elements. (2017) Authors: Derkowski, Wit; Dyba, Marcin Journal: Procedia engineering Issue: Volume 193(2017) Page Start: 19 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
2. DFOS measurements for strain analysis of anchorage zone in 57‐year‐old posttensioned precast girder using static and high‐frequency approach. (15th July 2021) Authors: Derkowski, Wit; Sieńko, Rafał; Walczak, Rafał; Howiacki, Tomasz; Bednarski, Łukasz Journal: Structural concrete Issue: Volume 22:Number 6(2021) Page Start: 3414 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
3. New Concept of Slimfloor with Prestressed Composite Beams. (2017) Authors: Derkowski, Wit; Skalski, Piotr Journal: Procedia engineering Issue: Volume 193(2017) Page Start: 176 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
4. Opportunities and Risks Arising from the Properties of FRP Materials Used for Structural Strengthening. (2015) Authors: Derkowski, Wit Journal: Procedia engineering Issue: Volume 108(2015) Page Start: 371 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
5. Prestressed hollow core slabs for topped slim floors – Theory and research of the shear capacity. (15th August 2021) Authors: Derkowski, Wit; Surma, Mateusz Journal: Engineering structures Issue: Volume 241(2021) Page Start: Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗
6. The effect of too stiff rail to base fastening on damage mechanism in RC ballastless track structure. (4th March 2020) Authors: Derkowski, Wit; Ślaga, Łukasz Journal: Structural concrete Issue: Volume 21:Number 4(2020) Page Start: 1544 Record Type: Journal Article View Content: Available online (eLD content is only available in our Reading Rooms) ↗