Effects of Axial Restraints on Beam Flexural and Joint Shear Behaviors in Reinforced Concrete Frames under Seismic Loading

Author:

Luo Wenwen1,Jiang Licheng1,Lei Cheng1,Wang Liping1,Tian Ying2,Yang Shijian1,Zhang Wei1

Affiliation:

1. School of Civil Engineering and Architecture, Chongqing University of Science and Technology, Chongqing, China

2. Department of Civil and Environmental Engineering and Construction, University of Nevada, Las Vegas, Nevada, USA

Funder

National Natural Science Foundation of China

Science and Technology Research Program of Chongqing Municipal Education Commission

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. American Concrete Institute. 2014. Acceptance criteria for moment frames based on structural testing and commentary. ACI 374.1-05, Detroit, Michigan.

2. American Concrete Institute. 2019. Building code requirements for structural concrete. ACI 318–19, Detroit, Michigan.

3. Seismic Performance of High-Strength Self-Compacting Concrete in Reinforced Concrete Beam-Column Joints

4. China Ministry of Construction. 2010. Code for seismic design of buildings. GB 50011–2010, Beijing, China. (in Chinese)

5. China Ministry of Construction. 2019. Stand for seismic design of prestressed concrete structures. JGJ/T 140–2019, Beijing, China. (in Chinese)

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