| Issue |
E3S Web Conf.
Volume 236, 2021
3rd International Conference on Energy Resources and Sustainable Development (ICERSD 2020)
|
|
|---|---|---|
| Article Number | 02024 | |
| Number of page(s) | 5 | |
| Section | New Energy Technology and Clean Energy Production and Transformation | |
| DOI | https://doi.org/10.1051/e3sconf/202123602024 | |
| Published online | 09 February 2021 | |
Seismic Design Load for Multi-Story Steel Frames Composed of Expanded Sections
Shanghai urban construction vocational college, Shanghai 200438, China
* Corresponding author:wuxiangxiang@succ.edu.cn
The steel frames, which are composed of expanded-section columns and beams, have bigger moment-resisting capacity and better structural stability. So that they are broadly applied in multi-story structures in low to medium seismic zones. However, the section is likely to local buckling due to its expanded sections, which decreases the structure ductility. To support its application, how to determine the horizontal seismic design load is studied here.
© The Authors, published by EDP Sciences 2021
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