The simplified design method on bearing capacity of Cold-formed Thin-wall Steel Composite Floor

DOI

10.2991/icadme-15.2015.229How to use a DOI?

Keywords

cold-formed thin-walled steel; composite floor; bearing capacity; simplified design method

Abstract

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

Copyright

© 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/).

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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  -