Abstract
The results of full scale test to find the deflections for the post tension slabs with bonded and unbonded tendons have been investigated and the amount of deflection for the similar slabs with different post tensioning system have been compared. The results shows that bonded system ahs less deflection in compare with unbonded in the real building.
| Translated title of the contribution | An investigation on deflection of post tension slab using full scale test |
|---|---|
| Original language | Other |
| Pages | 1053 |
| Number of pages | 9 |
| Publication status | Published - 9 Oct 2011 |
| Event | 3rd National Conference on Concrete - Tehran, Iran, Islamic Republic of Duration: 8 Oct 2011 → 9 Oct 2011 |
Conference
| Conference | 3rd National Conference on Concrete |
|---|---|
| Country/Territory | Iran, Islamic Republic of |
| City | Tehran |
| Period | 8/10/11 → 9/10/11 |
Keywords
- Post tension slab
- bonded
- unbonded
- defelection