High-Strength Concrete Columns under Eccentric Load-Reference-Cited by-同舟云学术

High-Strength Concrete Columns under Eccentric Load

Author:

Canbay Erdem¹²²,Ozcebe Guney¹²²,Ersoy Ugur¹²²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Middle East Technical Univ., 06531 Ankara, Turkey (corresponding author).

2. Professor, Dept. of Civil Engineering, Middle East Technical Univ., 06531 Ankara, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

Reference28 articles.

1. American Concrete Institute (ACI Committee 318). (1963). “Building code requirements for reinforced concrete.” ACI 318-63 Detroit.

2. American Concrete Institute (ACI Committee 363). (1992). “State-of-the-art on high-strength concrete.” ACI 363 R-92 Farmington Hills Mich.

3. American Concrete Institute (ACI Committee 441). (1996). “High-strength concrete columns: State of the art.” ACI 441 R-96 Farmington Hills Mich.

4. American Concrete Institute (ACI Committee 318). (2002). “Building code requirements for structural concrete.” ACI 318-02 Farmington Hills Mich.

5. Seismic behavior of square high-strength concrete columns;Azizinamini A.;ACI Struct. J.,1994

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