An anticipated shear design method for reinforced concrete beams strengthened with anchoraged carbon fiber-reinforced polymer by using neural network-Reference-Cited by-同舟云学术

An anticipated shear design method for reinforced concrete beams strengthened with anchoraged carbon fiber-reinforced polymer by using neural network

Published:2014-02-12 Issue:1 Volume:24 Page:19-39
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct. Design Tall Spec. Build.

Author:

Tanarslan H. M.¹,Kumanlioglu A.²,Sakar G.¹

Affiliation:

1. Department of Civil Engineering; Dokuz Eylul University; Izmir Turkey

2. Department of Civil Engineering; Celal Bayar University; Manisa Turkey

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Reference49 articles.

1. fib Bulletin 14-externally bonded FRP reinforcement for RC structures 2001

2. ACI Committee 440 Report Guide for the design and strengthening of externally bonded FRP systems for strengthening concrete structures, American Concrete Institute Committee 2001

3. Shear strengthening of reinforced concrete beams using fiber-reinforced polymer sheets with bonded anchorage;Adhikary;ACI Structural Journal,2004

4. Seismic response of FRP-upgraded exterior RC beam-column joints;Alsayed;Journal of Composites for Construction,2010

5. Celebi Mertoglu, improving shear capacity and ductility of shear-deficient RC beams using CFRP strips;Altin;Journal of REINFORCED PLASTICS AND COMPOSITES,2010

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