Shear Behavior of Reinforced Concrete Beams Made with Sedimentary Lightweight Aggregate without Shear Reinforcement-Reference-Cited by-同舟云学术

Shear Behavior of Reinforced Concrete Beams Made with Sedimentary Lightweight Aggregate without Shear Reinforcement

Published:2009-12 Issue:12 Volume:21 Page:730-739
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Tang Chao-Wei¹²³,Yen Tsong¹²³,Chen How-Ji¹²³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering and Engineering Informatics, Cheng-Shiu Univ., No. 840, Chengcing Rd., Niaosong Township, Kaohsiung County 83305, Taiwan (corresponding author).

2. Professor, Dept. of Construction Engineering, Chaoyang Univ. of Technology, 168 Jifong E. Rd., Wufong Township Taichung County 41349, Taiwan.

3. Professor, Dept. of Civil Engineering, National Chung-Hsing Univ., No. 250, Kuo Kuang Rd., Taichung 402, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282009%2921%3A12%28730%29

Reference17 articles.

1. American Concrete Institute (ACI) Committee. (2003). “Guide for structural lightweight aggregate concrete.” ACI 213R-03 Farmington Hills Mich.

2. American Concrete Institute (ACI) Committee. (2005). “Building code requirements for structural concrete (ACI 318-05) and Commentary (ACI 318R-05).” ACI 318 Farmington Hills Mich.

3. Shear strength of reinforced concrete members;ASCE-ACI Joint Task Committee 426;J. Struct. Eng.,1973

4. Analysis of shear capacity of lightweight concrete beams

5. High-ductility, high-strength lightweight aggregate concrete;Berner D. E.;ACI Special Publication,1993

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