Full Text Available
Note: Clicking the button above will open the full text document at the original institutional repository in a new window.
The Reliability Margin of the Direct Strength Method Prediction Model for Cold-Formed Steel Members
Thesis (MEng)--Stellenbosch University, 2016.
Saved in:
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Thesis |
| Language: | en_ZA |
| Published: |
Stellenbosch : Stellenbosch University
2016
|
| Subjects: | |
| Tags: |
No Tags, Be the first to tag this record!
|
Similar Items: The Reliability Margin of the Direct Strength Method Prediction Model for Cold-Formed Steel Members
- The theoretical and experimental determination of certain design parameters for the stressed skin design method for single storey steel frame buildings
- A theoretical and experimental investigation into the moment/rotation relationship of portal frame bases
- Predicting the failure load of steel columns weakened to facilitate demolition of structures
- Object – oriented Steel Member Design Framework
- Object-oriented steel connection design framework
- An assessment of the inherent reliability of SANS 10162-2 for cold-formed steel columns using the direct strength method