Efficient Strengthening Technique to Increase the Flexural Resistance of Existing RC Slabs-Reference-Cited by-同舟云学术

Efficient Strengthening Technique to Increase the Flexural Resistance of Existing RC Slabs

Published:2008-04 Issue:2 Volume:12 Page:149-159
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Bonaldo Everaldo¹²³,de Barros Joaquim António¹²³,Lourenço Paulo B.¹²³

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal.

3. Full Professor, Dept. of Civil Engineering, Univ. of Minho, Azurém, 4800-058 Guimarães, Portugal.

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%291090-0268%282008%2912%3A2%28149%29

Reference43 articles.

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3. American Concrete Institute (ACI). (1992b). “Standard specification for bonding plastic concrete to hardened concrete with a multi-component epoxy adhesive.” ACI 503.2-92 Detroit.

4. American Concrete Institute (ACI). (1997). “Guide for the selection of polymer adhesives with concrete.” ACI 503.5R-97 Detroit.

5. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete and commentary.” ACI 318-05 Detroit.

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