Numerical modelling of the cyclic behaviour of RC elements built with plain reinforcing bars-Reference-Cited by-同舟云学术

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Numerical modelling of the cyclic behaviour of RC elements built with plain reinforcing bars

Published:2011-02 Issue:2 Volume:33 Page:273-286
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Melo José,Fernandes Catarina,Varum Humberto,Rodrigues Hugo,Costa Aníbal,Arêde António

Funder

“FCT — Fundação para a Ciência e Tecnologia”

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference35 articles.

1. Hertanto E. Seismic assessment of pre-1970s reinforced concrete structures. Ph.D. thesis. New Zealand: University of Canterbury; 2005.

2. Seismic behaviour of RC beam–column joints designed for gravity loads;Pampanim,2002

3. Verderame GM, Ricci P, Manfredi G, Cozenza E. Ultimate chord rotation of RC columns with smooth bars: some considerations about EC8 prescriptions. Bulletin of Earthquake Engineering. ISSN 1570-761X (Print) 1573-1456 (Online), doi:10.1007/s10518-010-9190-x, published online 3 June 2010.

4. Seismic response of RC columns with smooth reinforcement. Part I: monotonic tests;Verderame;Engineering Structures,2008

5. Seismic response of R.C. columns with smooth reinforcement. Part II: cyclic tests;Verderame;Engineering Structures,2008

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