Experimental and Numerical Investigation of RC Beam-Column Subassemblies Strengthened with Spiral Reinforcement under Seismic Loading-Reference-Cited by-同舟云学术

Experimental and Numerical Investigation of RC Beam-Column Subassemblies Strengthened with Spiral Reinforcement under Seismic Loading

Published:2022-05 Issue:2 Volume:27 Page:
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Saha Prasenjit¹^ORCID,Meesaraganda L. V. Prasad²^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Sharda Univ., Noida, Uttar Pradesh 201310, India. ORCID:

2. Assistant Professor, Dept. of Civil Engineering, National Institute of Technology, Silchar, Assam 788010, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000675

Reference35 articles.

1. Seismic retrofit of external concrete beam-column joints reinforced by plain bars using steel angles prestressed by cross ties

2. Seismic Rehabilitation of Exterior RC Beam-Column Joints Using Steel Plates, Angles, and Posttensioning Rods

3. Seismic performance of ductility classes medium RC beam-column connections with continuous rectangular spiral transverse reinforcements

4. New Reinforcement Detailing for Concrete Jacketing of Nonductile Exterior Beam–Column Joints

5. CEB-FIP (Comité Euro-International du Béton-Fédération International de la Précontrainte). 1990. First Draft, Committee Euro-International du Beton. Luxembourg: CEB-FIP.

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