The prediction of the shear capacity of reinforced concrete beams retrofitted in shear by means of externally bonded FRP is very complex as demonstrate the studies carried out up to date. As alternative to the conventional methods two approaches based on artificial intelligence are proposed for the
β¦ LIBER β¦
Effect of transverse steel and shear span on the performance of RC beams strengthened in shear with CFRP
β Scribed by Abdelhak Bousselham; Omar Chaallal
- Book ID
- 108103757
- Publisher
- Elsevier Science
- Year
- 2006
- Tongue
- English
- Weight
- 512 KB
- Volume
- 37
- Category
- Article
- ISSN
- 1359-8368
No coin nor oath required. For personal study only.
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