Cyclic Behavior of Steel-Concrete Composite Dowel by Clothoid-Shaped Shear Connectors under Fully Reversed Cyclic Stress-Reference-Cited by-同舟云学术

Cyclic Behavior of Steel-Concrete Composite Dowel by Clothoid-Shaped Shear Connectors under Fully Reversed Cyclic Stress

Published:2023-02-11 Issue:2 Volume:21 Page:76-91
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Suzuki Atsushi¹,Hiraga Keigo¹,Kimura Yoshihiro²

Affiliation:

1. Graduate School of Engineering, Tohoku University, 6-6-11-1215, Aoba, Aramaki, Aoba, Sendai, Miyagi, 980-8565, Japan.

2. Graduate School of Engineering, Tohoku University, 6-6-11-1216, Aoba, Aramaki, Aoba, Sendai, Miyagi, 980-8565, Japan.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/21/2/21_76/_pdf

Reference28 articles.

1. 1) AIJ, (2010a). “Design recommendations for composite constructions.” Tokyo: Maruzen Publishing Co., Ltd. (in Japanese)

2. 2) AIJ, (2010b). “Standard for structural calculation of reinforced concrete structures.” Tokyo: Maruzen Publishing Co., Ltd. (in Japanese)

3. 3) AISC, (2016). “Specification for structural steel buildings.” Chicago, Illinois, USA: American Institute of Steel Construction Inc.

4. 4) CEN, (2004). “Design of composite steel and concrete structures, Part 1-1: Rules for buildings (Eurocode 4).” Brussels, Belgium: European Committee for Standardization.

5. 5) Christou, G., Hegger, J. and Classen, M., (2020). “Fatigue of clothoid shaped rib shear connectors.” Journal of Construction Steel Research, 171, 106133.

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