Development of a New Composite Slab System Using a Carbon Fiber–Blended Cementitious Adhesive-Reference-Cited by-同舟云学术

Development of a New Composite Slab System Using a Carbon Fiber–Blended Cementitious Adhesive

Published:2012-11 Issue:11 Volume:138 Page:1321-1330
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yoshitake Isamu¹,Ogawa Atsushi²,Kim Yail J.³,Mimura Yoichi⁴

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, Yamaguchi Univ., Ube, Yamaguchi 755-8611, Japan (corresponding author).

2. Ube Machinery Co., Ltd., Industrial Machinery Bridge & Steel Structure Headquarters, 1980 Okinoyama Kogushi, Ube, Yamaguchi 755-8633, Japan.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Colorado, Denver, CO 80217.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Kure National College of Technology, Kure, Hiroshima 737-8506, Japan.

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.0000574

Reference17 articles.

1. Shear resistance of the perfobond-rib shear connector depending on concrete strength and rib arrangement

2. Conceptual design and analysis of steel-concrete composite bridges: State of the art;Al-Darzi S. Y. K.;Steel Struct.,2006

3. Experimental evaluation of the structural response of Perfobond shear connectors

4. Choi S. Tateishi K. Uchida D. Asano K. and Kobayashi K. (2008). “Fatigue strength of angle shape shear connector used in steel-concrete composite slab.” Steel Struct. 8 199–204.

5. Japan Bridge Association (JBA). (2007). “FAQ.” 〈http://www.jasbc.or.jp/faq/faq_pdf/05.pdf〉 (Aug. 20 2012).

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