An experimental and numerical study of plastic hinge relocation in the exterior RC beam-to-column joints with the implementation of the local weakening method-Reference-Cited by-同舟云学术

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An experimental and numerical study of plastic hinge relocation in the exterior RC beam-to-column joints with the implementation of the local weakening method

Published:2024-10 Issue: Volume:317 Page:118696
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Mousavizadeh Mir Mahmoud,Ghandi Elham,Farzam Masood,Gholizad Amin

Funder

University of Tabriz

Publisher

Elsevier BV

Reference52 articles.

1. Shear strength of exterior and corner beam-column joints without transverse reinforcement;Hassan;Acids Struct J,2018

2. Behavior of RC exterior beam column joint retrofitted using UHP HFRC;Sharma;Constr Build Mater,2019

3. Experimental investigation of reinforced SCC beam-column joint with rectangular spiral reinforcement under cyclic loading;Saha;Constr Build Mater,2019

4. Comparison between interior and exterior R/C beam-column joint behavior;Fujii;Spec Publ,1991

5. Ibrahim, H., El-Badry, M. (June 2023). Steel Double-Headed Stud Reinforcement in Beam-Column Joints for Seismic Resistance. CCEE-PCEE, Vancouver, British Columbia, Canada.

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1. Static Performance of Pre-Fabricated and Cast-in-Place Joints Formed by Inserting Steel Secondary Beam into Concrete Girder;Buildings;2024-08-16

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