Numerical Simulation of RC Beams Strengthened by Post-tensioning

Author:

Duarte Márcia,Marchão CarlaORCID,Gião RitaORCID

Publisher

Springer Nature Switzerland

Reference13 articles.

1. Eurocode 8: EN1998-1: Design of structures for earthquake resistance—Part 1: General rules, seismic actions and rules for buildings. CEN, Brussels, Belgium (2004)

2. Park, R., Paulay, T.: Reinforced Concrete Structures. John Wiley & Sons, New York (1975)

3. Fenwich, R., Dely, R., Davidson, B.: Ductility demand for uni-directional and reversing plastic hinges in ductile moment resisting frames. Bull. N.Z. Soc. Earthq. Eng. 32(1) (1999)

4. Fenwich, R., Meggett, L.: Seismic behaviour of a reinforced concrete portal frame sustaining gravity loads. Bull. New Zealand Natl. Soc. Earthq. Eng. 22(1) (1989)

5. Walker, A., Dhakal, R.P.: Assessment of material strain limits for defining different forms of plastic hinge region in concrete structures. Bull. N.Z. Soc. Earthq. Eng. 42(2), 86–95 (2009)

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