The simplified design method on bearing capacity of Cold-formed Thin-wall Steel Composite Floor
- 10.2991/icadme-15.2015.229How to use a DOI?
- cold-formed thin-walled steel; composite floor; bearing capacity; simplified design method
In the process of use, cold-formed thin-walled steel composite floor should undertake the upper floor vertical load, transfer wind load and seismic force to the shear wall, so that the composite floor must have good bearing capacity. However, using theoretical derivation to calculate the bearing capacity of composite floor is rather difficult. Based on the finite element analysis, the composite floor whole model can be simplified to a combination of T-section model and inverted L-section model. On the basis of verifying the correctness of simplified models, this paper puts forward a simplified design method on bearing capacity of cold-formed thin-wall steel composite floor, called whole section effective estimation method, which can be very convenient for the design of composite floor
- © 2015, 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 - Yu Guan AU - Shengnan Song AU - Ruicheng Wang PY - 2015/10 DA - 2015/10 TI - The simplified design method on bearing capacity of Cold-formed Thin-wall Steel Composite Floor BT - Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering PB - Atlantis Press SP - 1245 EP - 1249 SN - 2352-5401 UR - https://doi.org/10.2991/icadme-15.2015.229 DO - 10.2991/icadme-15.2015.229 ID - Guan2015/10 ER -