Seismic response of r.c. columns with smooth reinforcement. Part I: Monotonic tests

Author:

Verderame Gerardo Mario,Fabbrocino Giovanni,Manfredi Gaetano

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference14 articles.

1. FEMA356. Prestandard and commentary for the seismic rehabilitation of buildings. Washington (DC): Federal Emergency Management Agency; 2000

2. Comitè Europeen de Normalisation, European Standard EN 1998-3. 2004. Eurocode 8: Design of structures for earthquake resistance — Part 3: Assessment and retrofitting of buildings. Brussels

3. fib. Seismic assessment and retrofit of reinforced concrete buildings. State-of-art report prepared by Task Group 7.1, Bulletin 24. 2003

4. Experimental behaviour of anchored smooth bars in old type r.c. buildings’;Fabbrocino;Engineering Structures,2005

5. Fardis MN, Biskinis DE. Deformation capacity of r.c. members, as controlled by flexure or shear. In: Performance based engineering for earthquake resistant reinforced concrete structures: A Volume Honoring Shunsuke Otani, Kabeyasawa T, Shiohara H, editors. University of Tokyo. 2003. p. 511–30

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