Effects of Simulated Corrosion and Delamination on Response of Two-Way Slabs-Reference-Cited by-同舟云学术

Effects of Simulated Corrosion and Delamination on Response of Two-Way Slabs

Author:

Aoude Hassan¹,Cook William D.²,Mitchell Denis³

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of Ottawa, Ottawa, ON, Canada K1N 6N5 (corresponding author).

2. Research Associate, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montréal, QC, Canada H3A 0C3.

3. Professor, Dept. of Civil Engineering and Applied Mechanics, McGill Univ., Montréal, QC, Canada H3A 0C3.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference20 articles.

1. American Concrete Institute (ACI). (1985a). “Building code requirements for reinforced concrete.” ACI 318–85 Detroit.

2. American Concrete Institute (ACI). (1985b). “State-of-the-art report on parking structures.” ACI 362 R–85 Detroit.

3. American Concrete Institute (ACI). (1989). “Building code requirements for reinforced concrete and commentary.” ACI 318–89 Detroit MI.

4. American Concrete Institute (ACI). (1997). “Guide for the design of durable concrete parking structures.” ACI 362.1 R–97 Farmington Hills MI.

5. American Concrete Institute (ACI). (2003). “Cement and concrete terminology.” ACI 116R–00 Farmington Hills MI.

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