The Effect of Floor Slab on the Mechanical Performances of Chevron-Bracing Steel Frames
- DOI
- 10.2991/978-94-6463-902-5_4How to use a DOI?
- Keywords
- Steel structure; Chevron-bracing frame; floor slab; lateral load
- Abstract
Chevron-bracing frames function as a dual lateral force-resisting structure by arranging pairs of braces within the steel frame, while one brace is in compression and the other in tension. When subjected to continuous lateral loads, the compression brace in chevron-bracing frames is prone to buckling, while the tension brace continues to bear the loads, resulting in the unbalanced force in the beam. There is combined effect between the steel beam and concrete floor, which improves the ability of beam for resisting the unbalanced force. However, the combined effect in chevron-bracing steel frames with unbalanced force is not clear. The chevron-bracing frames is studied by finite element method. It is found that the combined effect improves the mechanical performances of chevron-bracing steel frames, including the lateral load, stress and shear deformation.
- Copyright
- © 2025 The Author(s)
- Open Access
- Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.
Cite this article
TY - CONF AU - Shuanglong Yang AU - Jie He AU - Jiang Yang AU - Zhong Chen AU - Gang Zhang AU - Yifeng Lin AU - Yinyu Tian AU - Fang Lu PY - 2025 DA - 2025/12/16 TI - The Effect of Floor Slab on the Mechanical Performances of Chevron-Bracing Steel Frames BT - Proceedings of the 2025 7th International Conference on Civil Engineering, Environment Resources and Energy Materials (CCESEM 2025) PB - Atlantis Press SP - 27 EP - 33 SN - 2352-5401 UR - https://doi.org/10.2991/978-94-6463-902-5_4 DO - 10.2991/978-94-6463-902-5_4 ID - Yang2025 ER -