| Title |
Evaluation of Blast Resistance of Slab-Column Connections According to the Confinement Effects and Drop Panel |
| Authors |
임광모(Lim, Kwang Mo) ; 이주하(Lee, Joo Ha) |
| DOI |
https://doi.org/10.12652/Ksce.2017.37.2.0451 |
| Keywords |
폭발하중;방폭성능평가;슬래브-기둥 접합부;드롭패널;구속도 Blast loads;Blast-resistant;Slab-column connection;Drop panel;Confinement effect |
| Abstract |
The numerical analysis was conducted to evaluate the behavior of slab-column connection subjected to blast loads using LS-DYNA. The typical form of slab-interior column connection for analysis was considered as a reference specimen and the drop panel slab-interior column was designed to verify the effects of drop panel. The slab-column connections, which were composed of interior, edge and corner column, were additionally analyzed to compare their confinement effects of specimens. Analysis results were contained the failure shape of connection, behavior of member and so on. From the results, the blast-resistant capacities of slab-column connection would be enhanced by reinforcing the drop panel. In addition, the performance of connections could be improved, when the confinement effects were enhanced. |