Cyclic Behavior of Nonconforming Full-Scale RC Columns-Reference-Cited by-同舟云学术

Cyclic Behavior of Nonconforming Full-Scale RC Columns

Published:2014-05 Issue:5 Volume:140 Page:04013107
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

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

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.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000891

Reference32 articles.

1. Performance of reinforced concrete columns designed for flexure under severe displacement cycles;Acun B.;ACI Struct. J.,2010

2. American Concrete Institute (ACI) Committee 318. (1963). “Building Code Requirements for Reinforced Concrete.” ACI 318-63 Farmington Hills MI 144.

3. Arani K. K. Marefat M. S. Di Ludovico M. Prota A. and Manfredi G. (2013). “Hysteretic cyclic response of concrete columns reinforced with smooth rebars.” Bull. Earthwuake Eng.10.1007/s10518-013-9469-9

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

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

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