Numerical Study on CFRP Strengthening of Reinforced Concrete Frames with Masonry Infill Walls-Reference-Cited by-同舟云学术

Numerical Study on CFRP Strengthening of Reinforced Concrete Frames with Masonry Infill Walls

Published:2014-04 Issue:2 Volume:18 Page:04013034
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Akın Emre¹,Özcebe Güney²,Canbay Erdem³,Binici Barış²

Affiliation:

1. Research Assistant, Dept. of Civil Engineering, Selçuk Univ., Konya 42075, Turkey (corresponding author).

2. Professor, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey.

3. Associate Professor, Dept. of Civil Engineering, Middle East Technical Univ., Ankara 06800, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000426

Reference22 articles.

1. Testing and analysis of infilled reinforced concrete frames strengthened with CFRP reinforcement

2. Binici B. and Kobayashi K. (2008). “Economical seismic retrofit schemes for vulnerable RC buildings with infill-brick wall using new FRP technologies.” 14th World Conf. on Earthquake Engineering China Earthquake Administration (CEA) Beijing 1–8.

3. Analysis of reinforced concrete columns retrofitted with fiber reinforced polymer lamina

4. Analysis and design of FRP composites for seismic retrofit of infill walls in reinforced concrete frames

5. Seismic retrofitting of URM walls with fiber composites;Ehsani M. R.;J. Masonry Society,1996

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