Code provisions evaluation for the punching shear capacity of R.C footings without reinforcement for punching shear
There is no agreement on how to predict punching shear for footings among different design codes, which is inconsistent with experimentally observed capacity. Such inconsistency is due to the following issues: (1) the different definitions used by design codes for the critical section that resists t...
| Egile Nagusiak: | , , , , , |
|---|---|
| Formatua: | Artikulua |
| Hizkuntza: | English |
| Argitaratua: |
Elsevier
2023-07-01
|
| Saila: | Case Studies in Construction Materials |
| Gaiak: | |
| Sarrera elektronikoa: | http://www.sciencedirect.com/science/article/pii/S2214509523003625 |