Retrofitting of RC columns with deficient lap splices

Keep Concrete Attractive - Proceedings of the fib Symposium 2005

Volumn 2, Issue , 2005, Pages 885-890

  Bousias, Stathis N ^a   Fardis, Michael N ^a   Biskinis, Dionysis ^a  

^a UNIVERSITY OF PATRAS   (Greece)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETES; SHOTCRETING;

LAP SPLICE; NUMBER OF LAYERS; RC COLUMN; RC STRUCTURE; SPLICE LENGTH; TEST PARAMETERS; YIELD MOMENT;

RETROFITTING;

EID: 85009250918     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Biskinis, D.E. and Fardis, M.N., (2004). "Cyclic strength and deformation caracity of RC members, including members retrofitted for earthquake resistance", Proc. 51 Intern. Ph.D Symposium in Civil Engmg, Delft, Balkema, pp. 1125-1133.
2. Bousias, S.N., Spathis, L.-A. and Fardis, M.N. (2004a). "Seisrnic retrofitting of columns with lap-splices through CFRP jackets", Proc. 13th World Conf. Earthq. Engmg, Paper 765.
3. Bousias, S.N., Spathis, L.-A. and Fardis, M.N. (2004b). "Seismic retrofitting of columns with lap-splices via RC jackets", Proc. 13th World Conf. Earthq. Engng, Paper 1937.
4. CEN (2005). "European Standard EN1998-3: Eurocode 8: Design of structures for earthquake resistance. Part 3: Assessment and retrofitting ofbuildings", CEN, Brusells