Abstract
The paper presents results of laboratory investigations concerning a nine field slab-column structure in the scale 1:2. As a model served a reinforced concrete slab with the dimensions of 9300×9300×100 mm. The aim of the investigations was to determine mechanism of destruction of the corner part of a slab-column structure caused by the removal of the support depending on the applied reinforcement. The paper contains the results of laboratory tests compared with the results of simplified numerical calculations.
| Original language | English |
|---|---|
| Pages (from-to) | 1260-1268 |
| Number of pages | 9 |
| Journal | Procedia Engineering |
| Volume | 57 |
| DOIs | |
| Publication status | Published - 2013 |
| Event | 11th International Scientific Conference on Modern Building Materials, Structures and Techniques, MBMST 2013 - Vilnius, Lithuania Duration: 16 May 2013 → 17 May 2013 |
Keywords
- Emergency stage of structure some general terms
- Progressive collapse
- Reinforced concrete construction
- Slab-column structure
- Some subject-specific terms
ASJC Scopus subject areas
- General Engineering
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