Abstract
Full scale test on the real building was conducted to understand the real behaviour of post tension slab with the computer simulations and to verify.
The results shows that computer simulation with ADAPT software need to be reviewed.
The results shows that computer simulation with ADAPT software need to be reviewed.
Translated title of the contribution | Evaluation of deflection for bonded and unbonded post tension slabs using full scale test |
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Original language | Other |
Pages | 175 |
Number of pages | 8 |
Publication status | Published - 8 May 2012 |
Event | 9th International congress on civil engineering - Esfahan, Iran, Islamic Republic of Duration: 8 May 2012 → 10 May 2012 |
Conference
Conference | 9th International congress on civil engineering |
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Abbreviated title | 9 ICCE |
Country/Territory | Iran, Islamic Republic of |
City | Esfahan |
Period | 8/05/12 → 10/05/12 |
Keywords
- Post tension slab
- full scale test
- deflection