Seismic Retrofitting of Nonseismically Detailed Exterior Reinforced Concrete Beam-Column Joint by Active Confinement Using Shape Memory Alloy Wires-Reference-Cited by-同舟云学术

Seismic Retrofitting of Nonseismically Detailed Exterior Reinforced Concrete Beam-Column Joint by Active Confinement Using Shape Memory Alloy Wires

Published:2023-03 Issue:3 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Suhail R.¹^ORCID,Amato G.²^ORCID,Alam M. Shahria³,Broderick B.⁴,Grimes M.⁵,McCrum D.⁶

Affiliation:

1. Senior Structural Engineer, RMS D&B, Kashmir 190001, India; formerly, Postdoctoral, School of Natural and Built Environment, Queen’s Univ. Belfast, Belfast BT9 5AG, UK (corresponding author). ORCID: .

2. Senior Lecturer, School of Natural and Built Environment, Queen’s Univ. Belfast, Belfast BT9 5AG, UK. ORCID: .

3. Professor, Faculty of Applied Science, School of Engineering, The Univ. of British Columbia, Okanagan Campus, Vancouver, BC, Canada V1V1V7.

4. Professor, School of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin 2, Ireland.

5. Senior Technical Officer, School of Civil, Structural and Environmental Engineering, Trinity College Dublin, Dublin 2, Ireland.

6. Assistant Professor, School of Civil Engineering, Univ. College Dublin, Dublin 4, Ireland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-11843

Reference65 articles.

1. Textile-Reinforced Mortar versus FRP as Strengthening Material for Seismically Deficient RC Beam-Column Joints

2. Experimental Investigation of FRP-Strengthened RC Beam-Column Joints

3. A new design equation for predicting the joint shear strength of monotonically loaded exterior beam-column joints

4. Plastic Hinge Analysis

5. RELEVANCE OF BEAM-COLUMN JOINT DAMAGE AND COLLAPSE IN RC FRAME ASSESSMENT

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