Experimental Behavior of Nonconforming RC Columns with Plain Bars under Constant Axial Load and Biaxial Bending

Author:

Di Ludovico M.1,Verderame G. M.2,Prota A.3,Manfredi G.4,Cosenza E.5

Affiliation:

1. Assistant Professor, Dept. of Structures for Engineering and Architecture, Univ. of Naples Federico II, 80125 Naples, Italy (corresponding author).

2. Assistant Professor, Dept. of Structures for Engineering and Architecture, Univ. of Naples Federico II, 80125 Naples, Italy.

3. Associate Professor, Dept. of Structures for Engineering and Architecture, Univ. of Naples Federico II, 80125 Naples, Italy.

4. Full Professor, Dept. of Structures for Engineering and Architecture, Univ. of Naples Federico II, 80125, Naples Italy.

5. Full Professor, Dept. of Structures for Engineering and Architecture, Univ. of Naples Federico II, 80125 Naples, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference44 articles.

1. ASCE. (2007a). “Seismic rehabilitation of existing buildings.” ASCE/SEI 41 ASCE Reston VA.

2. ASCE. (2007b). “Seismic rehabilitation of existing buildings.” Supplement 1 ASCE/SEI 41 ASCE Reston VA.

3. Bousias S. N. (1993). “Experimental and analytical study of reinforced concrete columns in cyclic biaxial bending with axial force.” Ph.D. thesis Dept. of Civil Engineering Univ. of Patras Patras Greece.

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