Punching shear behavior of thick reinforced concrete slabs according to Strut-and-Tie model
The punching shear behavior of thick reinforced concrete slabs was analyzed in this paper by using strut-and-tie model (S-T). Calculating procedures were compared to our own experimental test results. The analyzed elements were subjected to symmetric loading and without shear reinforcement.
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| Автори: | , |
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| Формат: | Artigo |
| Мова: | Inglês |
| Опубліковано: |
Lublin University of Technology
2014-09-01
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| Серія: | Budownictwo i Architektura |
| Предмети: | |
| Онлайн доступ: | https://ph.pollub.pl/index.php/bia/article/view/1816 |
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