Analysis of concrete-corrugated-steel slab based on modified transformed section method
An Elasticity Matrix is proposed for a concrete and steel sheet composite slab with trapezoidal corrugation. Modified transformed section method is utilized. One layer of an equivalent material with a notional thickness is used to formulate flexural and torsional rigidities. A special purpose code i...
Saved in:
| Main Author: | |
|---|---|
| Format: | Thesis |
| Published: |
2014
|
| Subjects: | |
| Online Access: | http://eprints.utm.my/id/eprint/48347/ |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|