Acceptable lower bound of the ductility index and serviceability state of RC continuous beams strengthened with CFRP sheets-Reference-Cited by-同舟云学术

Acceptable lower bound of the ductility index and serviceability state of RC continuous beams strengthened with CFRP sheets

Published:2011-02 Issue:1 Volume:18 Page:36-44
ISSN:1026-3098
Container-title:Scientia Iranica
language:en
Short-container-title:Scientia Iranica

Author:

Maghsoudi A.A.,Akbarzadeh Bengar H.

Publisher

Elsevier BV

Subject

General Engineering

Reference26 articles.

1. FRP Strengthened RC Structures;Teng,2002

2. Experimental and numerical analysis of RC two-way slabs strengthened with NSM CFRP rods;Foret;Construction and Building Materials,2008

3. Experimental performance of RC hollow columns confined with CFRP;Lignola;Journal of Composites for Construction, ASCE,2007

4. Strengthening design limitations of an RC frames using FRP column wrapping considering column-to-beam strength ratio;Khaloo;Scientia Iranica, Transaction A: Civil Engineering,2007

5. Torsional behaviour of high-strength concrete beams strengthened using CFRP sheets-experimental and analytical study;Mohamadizadeh;Scientia Iranica, Transaction A: Civil Engineering,2009

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