Minimum Shear Reinforcement for Columns with High-Strength Reinforcement and Concrete-Reference-Cited by-同舟云学术

Minimum Shear Reinforcement for Columns with High-Strength Reinforcement and Concrete

Published:2021-02 Issue:2 Volume:147 Page:04020313
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ou Yu-Chen¹^ORCID,Alrasyid Harun²,Nguyen Nguyen Van Bao³

Affiliation:

1. Distinguished Professor, Dept. of Civil Engineering, National Taiwan Univ., No. 1, Section 4, Roosevelt Rd., Taipei 106, Taiwan (corresponding author). ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Sepuluh Nopember Institute of Technology, ITS Campus, Keputih, Sukolilo Surabaya 60111, Indonesia.

3. Lecturer, Dept. of Civil Engineering, Univ. of Danang—Univ. of Technology and Education, 48 Cao Thang St., Danang 550000, Vietnam; Ph.D. Candidate, Dept. of Civil Engineering, National Taiwan Univ., No. 1, Section 4, Roosevelt Rd., Taipei 106, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002854

Reference16 articles.

1. Akihiko N. H. Kuramoto and M. Koichi. 1990. “Shear strength and behavior of reinforced concrete columns using high-strength concrete of σB=1200 kgf/cm2 (Part 1 & Part 2).” In Proc. Architectural Institute of Japan 53–56. Tokyo: Architectural Institute of Japan.

2. Design of Modern Highrise Reinforced Concrete Structures

3. Kuramoto H. and K. Minami. 1992. “Experiments on the shear strength of ultra-high strength reinforced concrete columns.” In Proc. 10th World Conf. on Earthquake Engineering 3001–3006. Cleveland: CRC Press.

4. Shear strength of reinforced concrete columns using high strength concrete of σB=600 kgf/cm2;Kuwada H.;Proc. Jpn. Concr. Inst.,1993

5. Shear behavior of reinforced concrete beams with high-strength stirrups;Lee J. Y.;ACI Struct. J.,2011

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