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Experimental evaluation of the effects of reverse cyclic loading rate on the mechanical behavior of reinforced SCC beams

  • Published:2017-01 Issue: Volume:131 Page:254-266
  • ISSN:0950-0618
  • Container-title:Construction and Building Materials
  • language:en
  • Short-container-title:Construction and Building Materials

Author:

Tavakoli H.R.,Mahmoudi S.,Goltabar A.R.,Jalali P.

Publisher

Elsevier BV

Subject

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

Reference23 articles.

1. Self-consolidating concrete;ACI-237R-07,2007

2. Behavior of high-strength fiber-reinforced concrete beams under cyclic loading;Daniel;Struct. J.,2002

3. Limit design of structures to resist earthquakes;Housner,1956

4. Seismic behaviour of 150MPa (22ksi) concrete flexure elements;Abdelsamine;ACI Struct. J.,2010

5. The influence of the strain rate on the strength of concrete taking into account the experimental techniques;Pająk;Archit. Civ. Eng. (ACEE),2011

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