Concrete jacket construction detail effectiveness when strengthening RC columns
By K. Vandoros, S. Dritsos. 2008
252 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/9be644215894f1b04e2f37cc2946215dbf04bdda
How researchers see this paper
The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.
In Building and Construction
In Civil and Structural Engineering
- S. Dritsos
- Spyridon A. Paschalis
- Jinxin Gong
- A. Lampropoulos
- O. Tsioulou
- Alexander Y. Sun
- Peter K. Kitanidis
- Anna M. Michalak
Citations in the corpus
- Strengthening of reinforced concrete beams using ultra high performance fibre reinforced concrete (UHPFRC) (2016, background): “The importance of the concrete-to-concrete shear transfer mechanisms on the overall performance of strengthened elements was also highlighted in a previous study [48].”
- Seismic behavior of corrosion-damaged reinforced concrete columns strengthened using combined carbon fiber-reinforced polymer and steel jacket (2009, background): “Gong), flexural strength, shear capacity, stiffness, ductility and axial load carrying capacity [15–18], but it is not suitable for corroded RC columns because the steel jacket may be damaged by marine environments and de-icing salts.”
- Strengthening and Repair of Reinforced Concrete Columns by Jacketing: State-of-the-Art Review (2019, methodology): “Vandoros and Dristos [4] Concrete jacketing with end-welded stirrups and dowel placement.”