Mechanical Performance of Puzzle-Shaped Shear Connectors Subjected to Fully Reversed Cyclic Stress-Reference-Cited by-同舟云学术

Mechanical Performance of Puzzle-Shaped Shear Connectors Subjected to Fully Reversed Cyclic Stress

Published:2023-07 Issue:7 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Suzuki Atsushi¹^ORCID,Hiraga Keigo²,Kimura Yoshihiro³

Affiliation:

1. Assistant Professor, Graduate School of Engineering, Tohoku Univ., 6-6-11-1215, Aoba, Aramaki, Aoba, Sendai, Miyagi 980-8565, Japan (corresponding author). ORCID: .

2. Graduate Student, Graduate School of Engineering, Tohoku Univ., 6-6-11-1215, Aoba, Aramaki, Aoba, Sendai, Miyagi 980-8565, Japan.

3. Professor, Graduate School of Engineering, Tohoku Univ., 6-6-11-1216, Aoba, Aramaki, Aoba, Sendai, Miyagi 980-8565, 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

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12261

Reference38 articles.

1. AIJ. 2010. Design recommendations for composite constructions. [In Japanese.] Tokyo: Maruzen Publishing Co.

2. AISC. 2016a. Seismic provisions for structural steel buildings. Chicago: AISC.

3. AISC. 2016b. Specification for structural steel buildings. Chicago: AISC.

4. Behaviour of headed stud shear connectors under lowcycle high amplitude displacements

5. The effect of concrete fatigue on the cyclic behaviour of composite dowels - derivation of a design approach based on experimental findings

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