Influence of Buckling Restrained Reinforcement on Behavior of Columns-Reference-Cited by-同舟云学术

Influence of Buckling Restrained Reinforcement on Behavior of Columns

Published:2020-11 Issue:4 Volume:25 Page:04020034
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Damodaran Chitra Mitra¹^ORCID,Rugmini Bindhu Kochunarayana²^ORCID

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, College of Engineering, Trivandrum, Kerala 695016, India (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, College of Engineering, Trivandrum, Kerala 695016, India. ORCID:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000520

Reference12 articles.

1. Post-yield stiffnesses and residual deformations of RC bridge columns reinforced with ordinary rebars and steel fiber composite bars

2. Effects of unbonding of main reinforcements at plastic hinge region on enhanced ductility of reinforced concrete bridge columns;Kawashima K.;Struct. Earthquake Eng.,2001

3. Enhancement of seismic performance of reinforced concrete columns with buckling-restrained reinforcement

4. Shear strength of R/C beam-column connections;Meinheit D. F.;J. Struct. Div.,1981

5. Performance of RC columns with debonded bars subjected to cyclic lateral loading

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