Structural behavior of shear deficient high performance reinforced concrete exterior joints under bending-Reference-Cited by-同舟云学术

Structural behavior of shear deficient high performance reinforced concrete exterior joints under bending

Published:2023-02 Issue: Volume:48 Page:1707-1721
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Yeganeh A.E.,Hossain K.M.A.^ORCID

Funder

Natural Sciences and Engineering Research Council of Canada

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference47 articles.

1. Improving ductility behavior of sway-special exterior beam-column joint using ultra-high performance fiber-reinforced concrete;Abusafaqa;Structures,2022

2. ACI 318-19, 2019. ACI 318-19 Building Code Requirements for Structural Concrete and Commentary. Farmington Hills, MI 48331 USA.

3. ACI 352R-02, 2010. ACI 352R-02 Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures 02, 1–38. Farmington Hills, MI 48331 USA.

4. ACI 374, 2014. Acceptance Criteria for Moment Frames Based on Structural Testing and Commentary. ACI Committee 374- Performance-Based Seismic Design of Concrete Buildings, Farmington Hills, MI 48331 USA.

5. High-strength concrete exterior beam-column joints with high-yield strength steel reinforcements;Alaee;Eng Struct,2017

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