Ultimate chord rotation of RC columns with smooth bars: some considerations about EC8 prescriptions

Author:

Verderame Gerardo M.,Ricci Paolo,Manfredi Gaetano,Cosenza Edoardo

Publisher

Springer Science and Business Media LLC

Subject

Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference42 articles.

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2. Berry M, Parrish M, Eberhard M (2004) PEER structural performance database: user’s manual (version 1.0). Pacific Earthquake Engineering Research Center, University of California, Berkeley

3. Biskinis DE, Fardis MN (2004) Cyclic strength and deformation capacity of RC members, including members retrofitted for earthquake resistance. In: Proceedings of the 5th international Ph.D. symposium in civil engineering. Delft, Balkema, pp 1125–1133

4. Bousias SN, Fardis MN, Biskinis D (2005) Retrofitting of RC columns with deficient lap splices. In: Proceedings of the fib symposium “keep concrete attractive”. Budapest, Hungary, 23–25 May, pp 885–890

5. Bousias SN, Spathis AL, Fardis MN (2004) Seismic retrofitting of columns with lap-splices via RC jackets. In: 13th World conference on earthquake engineering. Vancouver, B.C., Canada, August 1–6. Paper No. 1937

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