Experimental Research on Reversing and Nonreversing Plastic-Hinge Behavior for RC Beams-Reference-Cited by-同舟云学术

Experimental Research on Reversing and Nonreversing Plastic-Hinge Behavior for RC Beams

Published:2020-07 Issue:7 Volume:146 Page:04020135
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Aydemir Cem¹^ORCID,Eser Aydemir Müberra²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, İstanbul Aydin Univ., İstanbul 34295, Turkey (corresponding author). ORCID: .

2. Associate Professor, Dept. of Civil Engineering, İstanbul Aydin Univ., İstanbul 34295, 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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002688

Reference22 articles.

1. Baker A. L. L. and A. M. N. Amarakone. 1967. “Inelastic hyperstatic frame analysis.” In Proc. Conf. on Flexural Mechanics of Reinforced Concrete 85–142. Farmington Hills MI: American Concrete Institute.

2. Bigaj A. J. 1999. “Structural dependence of rotation capacity of plastic hinges in RC beams and slabs.” Ph.D. thesis Delft Univ. of Technology.

3. Size effects on plastic hinges of reinforced concrete members;Bigaj A. J.;Heron,2002

4. Low-cycle fatigue failure of reinforcing steel bars;Brown J.;ACI Mater. J.,2004

5. Rotational capacity of reinforced concrete beams;Corley G. W.;J. Struct. Div.,1966

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