Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons-Reference-Cited by-同舟云学术

Increasing the flexural capacity of RC beams using steel angles and pre-tensioned stainless steel ribbons

Published:2016-12 Issue:5 Volume:17 Page:848-857
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:

Author:

Colajanni Piero¹,Recupero Antonino²,Spinella Nino²

Affiliation:

1. Dipartimento di Ingegneria Civile, Ambientale Aerospaziale e dei Materiali; Università di PALERMO; 90128 Palermo Viale delle Scienze Italy

2. Dipartimento di Ingegneria; Università di MESSINA; 98166 Sant'Agata (ME) C. da di Dio 1, Vill. Italy

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference28 articles.

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2. Fardis , M. N. 2009 Seismic design, assessment and retrofitting of concrete buildings: based on Eurocode 8 Springer Ed

3. RC Columns Strengthened with Steel Angles and Battens: Experimental Results and Design Procedure;Campione;ASCE Practice Periodical on Structural Design and Construction,2013

4. Ductility of Reinforced Concrete Members Externally Wrapped with Fiber-Reinforced Polymer Sheets,;Campione;ASCE Journal of Composites for Construction,2007

5. Stress-Strain Law for Confined Concrete with Hardening or Softening Behavior,;Colajanni;Advances in Civil Engineering,2013

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