Minimum Shear Reinforcement of Slender Walls with Grade 500 MPa (72.5 ksi) Reinforcing Bars-Reference-Cited by-同舟云学术

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Minimum Shear Reinforcement of Slender Walls with Grade 500 MPa (72.5 ksi) Reinforcing Bars

Published:2018-05 Issue:3 Volume:115 Page:
ISSN:0889-3241
Container-title:ACI Structural Journal
language:
Short-container-title:

Author:

Baek Jang-Woon,Park Hong-Gun,Choi Kyung-Kyu,Seo Min-Seok,Chung Lan

Publisher

American Concrete Institute

Subject

Building and Construction,Civil and Structural Engineering

Cited by 13 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A Comparative Study on Shear Size Effect of Steel-And BFRP-RC Shear Walls Under Cyclic Lateral Loads;Journal of Earthquake Engineering;2024-04-02

2. Crack Damages in Exterior Wall Structures of Korean High-Rise Apartment Buildings Based on Nonlinear Finite Element Analysis;Journal of the Earthquake Engineering Society of Korea;2024-01-30

3. Parameter optimization for pivot hysteresis model for reinforced concrete walls with different failure modes;Earthquake Engineering & Structural Dynamics;2023-10-12

4. Cyclic loading test for lightly reinforced exterior wall with openings;Journal of Building Engineering;2023-10

5. Shear failure of geometrically similar RC shear walls: Mesoscopic modellings and analysis;Structures;2023-05

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