A Design Method of Corrugated Steel Shear Wall under Earthquake Motion
Authors
Xiao-Tong Peng, Chen Lin, Ting-Ting Zhang, Xu Zhang
Corresponding Author
Xiao-Tong Peng
Available Online September 2018.
- DOI
- 10.2991/iceep-18.2018.189How to use a DOI?
- Keywords
- corrugated steel shear wall, steel frame, design method, shear bearing capacity, calculation example.
- Abstract
As a natural anti-buckling component, corrugated steel shear wall is adopted to increase the lateral stiffness of steel frames. Taking a 6-story office building as an example, a design method for corrugated steel shear wall was produced based on the shear strength design theory of steel members. In which, the layout orientation of the corrugated steel plate, waveform selection, plate thickness, joints and connections strength were considered. The results indicate that the design method is feasible, effective, and have a good connection port with current codes.
- Copyright
- © 2018, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Xiao-Tong Peng AU - Chen Lin AU - Ting-Ting Zhang AU - Xu Zhang PY - 2018/09 DA - 2018/09 TI - A Design Method of Corrugated Steel Shear Wall under Earthquake Motion BT - Proceedings of the 2018 7th International Conference on Energy and Environmental Protection (ICEEP 2018) PB - Atlantis Press SP - 1084 EP - 1088 SN - 2352-5401 UR - https://doi.org/10.2991/iceep-18.2018.189 DO - 10.2991/iceep-18.2018.189 ID - Peng2018/09 ER -