In this paper, we present the analytical study results pertaining to the determination of appropriate the space of slab support staging system and load carrying capacity for the remodeling of deteriorated concrete structure. As loads are applied on th...
In this paper, we present the analytical study results pertaining to the determination of appropriate the space of slab support staging system and load carrying capacity for the remodeling of deteriorated concrete structure. As loads are applied on the slab gradually, slab support staging system may be failed in four patterns which are estimated. Four patterns are punching shear failure of slab at critical area, tensile failure of upper surface of slab, compressive failure of support, and buckling failure of support. Using the finite element method, four different failure patterns are simulated and results are analyzed. From the result we proposed appropriate space of support staging system.