An analytical model for lateral deflection in cold-formed steel shear walls sheathed with steel is developed in this research. The model is based on the four factors: fastener displacement, steel sheet deformation, and hold-down deformation, which are from the effective strip concept and a complexity factor, which accounts for the additional influential factors not considered in the previous three terms. The model uses design equations based on the actual material and mechanical properties of the shear wall. Furthermore, the model accounts for aggressive and conservative designers by predicting deflection at different shear strength degrees.
| Identifer | oai:union.ndltd.org:unt.edu/info:ark/67531/metadc700013 |
| Date | 12 1900 |
| Creators | Yousof, Mohamad |
| Contributors | Yu, Cheng, Shenoda, Michael, Bostanci, Huseyin |
| Publisher | University of North Texas |
| Source Sets | University of North Texas |
| Language | English |
| Detected Language | English |
| Type | Thesis or Dissertation |
| Format | viii, 115 pages : illustrations (some color), Text |
| Rights | Public, Yousof, Mohamad, Copyright, Copyright is held by the author, unless otherwise noted. All rights reserved. |
Page generated in 0.0024 seconds