Optimization-Based Analysis of Diagonal Tension Failure of Reinforced Concrete Dapped-End Beams-Reference-Cited by-同舟云学术

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Optimization-Based Analysis of Diagonal Tension Failure of Reinforced Concrete Dapped-End Beams

Published:2024-10 Issue:10 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kanazawa Takeru¹^ORCID,Nagai Kohei²,Bolander John E.³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Hokkai Gakuen Univ., 1-1 Nishi 11, Minami 26, Chuo-ku, Sapporo, Hokkaido 064-0926, Japan (corresponding author). ORCID: .

2. Professor, Graduate School of Engineering, Hokkaido Univ., Kita 13, Nishi 8, Kita-ku, Sapporo 060-8628, Japan.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, One Shields Ave., Davis, CA 95616.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13036

Reference38 articles.

1. Experimental and numerical investigation of shear strength at dapped end beams having different shear span and recess corner length

2. Shear failure of RC dapped-end beams;Aswin M.;Adv. Mater. Sci. Eng.,2015

3. Botros A. 2015. “Behavior and design of dapped ends of prestressed concrete thin-stemmed members.” Ph.D. thesis Dept. of Civil Construction and Environmental Engineering North Carolina State Univ.

4. Chapman, S. J. 2015. MATLAB programming for engineers. 5th ed. Boston, MA: Cengage Learning.

5. Cook W. D. 1987. “Studies of reinforced concrete regions near discontinuities.” Ph.D. thesis Dept. of Civil Engineering and Applied Mechanics McGill Univ.

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