Shear Resistance of a Biaxial Hollow Composite Floor System with GFRP Plates-Reference-Cited by-同舟云学术

Shear Resistance of a Biaxial Hollow Composite Floor System with GFRP Plates

Published:2017-02 Issue:2 Volume:143 Page:04016180
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Ryu Jaeho¹,Lee Chang-Hwan²,Oh Jintak¹,Yoon Sung-Won³,Ju Young K.⁴

Affiliation:

1. Research Professor, School of Civil, Environmental, and Architectural Engineering, Korea Univ., 145 Anam-ro, Seongbuk-gu, Seoul 02841, Republic of Korea.

2. Principal Engineer, Research Institute of Structural Engineering and System, DongYang Structural Engineers Co. Ltd., 7 Beopwon-ro 11-gil Tower C Suite 1101, Songpa-gu, Seoul 05836, Republic of Korea.

3. Professor, School of Architecture, Seoul National Univ. of Science and Technology, 232 Gongneung-ro, Nowon-gu, Seoul 01811, Republic of Korea.

4. Professor, School of Civil, Environmental, and Architectural Engineering, Korea Univ., 145 Anam-ro, Seongbuk-gu, Seoul 02841, Republic of Korea (corresponding author).

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.0001657

Reference40 articles.

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2. ACI (American Concrete Institute). (2008). “Building code requirements for structural concrete (ACI 318-08) and commentary.” ACI 318-08 Farmington Hills MI.

3. The experimental behavior of FRP-strengthened RC beams subjected to design fire exposure

4. AISC. (2011). “Steel construction manual.” Chicago.

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