Flexural Behavior of Composite Beams with Angle Shear Connectors-Reference-Cited by-同舟云学术

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Flexural Behavior of Composite Beams with Angle Shear Connectors

Published:2023-12 Issue:12 Volume:149 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Shin Hyeongyeop¹,Oh Hyoung Seok²,Kang Thomas H.-K.³

Affiliation:

1. Ph.D. Candidate, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea.

2. Formerly, Master’s Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, Korea.

3. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., 1 Gwanak-ro, Gwanak-gu, Seoul 08826, 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

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12468

Reference29 articles.

1. Shear Resistance of BESTOBEAM Shear Connector According to the Length

2. An experimental study on channel type shear connectors

3. Ciutina A. L. and A. Stratan. 2011. “Cyclic performances of shear connectors.” In Proc. Composite Construction in Steel and Concrete VI 52–64. Reston VA: ASCE.

4. Composite Beam‐Columns with Interlayer Slip—Exact Analysis

5. Fully composite beams with U-shaped steel girders: Full-scale tests, computer simulations, and simplified analysis models

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