| Title |
Evaluation of Shear Capacity of Light-Weight Void Composite Floor Strengthened by GFRP Plate |
| Authors |
Park Se-Ho ; Ryu Jae-Ho ; Ju Young-K. ; Kim Sang-Dae |
| Keywords |
GFRP ; Shear Capacity ; Composite Floor ; Void ; Long Span |
| Abstract |
As the demand of high-rise residential buildings increases, newly systems maintaining good point of composite beam and developing serviceability was developed in and outside the country. But it also can't realize a long span structure. Thus there are some requirements for a new floor system that the long span, the reduced height, the improvement of serviceability, and the excellent fire proof can be achieved. For these reasons, we developed the Light-Weight Void Composite Floor using Glass Fiber Reinforced Plastic that can raise a stiffness without increasing weight and can offer a tension ability and fire resistant performance. In this study, it is subject to evaluate the shear performance through the proposal concerning shear design and the test result to evaluate applicability of new composite slab system in practice. |