ULTIMATE SHEAR STRENGTH OF BEAM-COLUMN JOINTS OF A COVER PLATE TYPE CONSISTING OF A REINFORCED CONCRETE COLUMN AND STEEL BEAMS
Loading tests and FEM analysis were conducted to investigate the ultimate shear strength of beam-column joints of a cover plate type consisting of a reinforced concrete column and steel beams. Based on these results, a design formula for ultimate shear strength was proposed, considering the effects of the width-thickness ratio of the cover plate, the concrete strength of the column-beam joint, and the cross-sectional shapes of the column and beam. Furthermore, the proposed design formula was verified using existing experimental data, and it was shown to have good accuracy.
Authors
- Tomofusa Akita
- Kenji Yamaoka (ORCID: https://orcid.org/0000-0001-5655-1643)
- Eiichi INAI
- Kazuaki Miyagawa (ORCID: https://orcid.org/0000-0003-4014-1847)
- Y. Kawata
Institutions
- Yamaguchi University (JP)
Publication Details
- Journal
- AIJ Journal of Technology and Design
- Published
- 2024-10-19
- DOI
- https://doi.org/10.3130/aijt.30.1323
- Primary Topic
- Structural Load-Bearing Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00