A Comparative Study on Shear Size Effect of Steel-And BFRP-RC Shear Walls Under Cyclic Lateral Loads

Author:

Jin Liu1,Miao Liyue1,Chen Fengjuan1,Li Dong1,Du Xiuli1ORCID

Affiliation:

1. The key laboratory of Urban Security and Disaster Engineering, Beijing University of Technology, Beijing, China

Funder

National Natural Science Foundation of China

Publisher

Informa UK Limited

Reference92 articles.

1. Experimental and finite element investigation of the shear performance of BFRP-RC short beams

2. RC structures cyclic behavior simulation with a model integrating plasticity, damage, and bond-slip

3. American Concrete Institute. 2019. Building Code Requirements for Structural Concrete and Commentary. ACI 318-2019. Farmington Hills, MI: American Concrete Institute.

4. American Concrete Institute. 2022. Guide for the design and construction of structural concrete reinforced with FRP bars. ACI CODE-440.11-22. Farmington Hills, MI: American Concrete Institute.

5. Effect of web reinforcement on the seismic response of concrete squat walls reinforced with glass-FRP bars

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