Published Paper Details:

Framed reinforced concrete structures are most commonly types of structures constructed all over the world due to ease of construction and rapid progress of work. Generally, brick or block work masonry is done in these frames which act as an infill panels in the framed structure. Infill walls provide the lateral stiffness to the structure. Its behaviour is very different from the bare frame structure.in this research we are trying to find the structural behaviour of Rcc structure when subjected to lateral loads and applying the bracing with changing the position of infill we observe that the position makes a huge difference in structural behaviour. nowadays typical structures with irregularities in it becomes a trend to change the infill with glass panel. our is to find the location of infill which is good for structure and its stability. Methods adopt here by taking the different type of structure like T-shaped and inverted T-shaped structure and applied different positions of infill to check the effects on structure. The results of this is compared with the bare frame and we observed that the bare frame shows maximum deflection, reduction in stiffness, story drift maximum. Infill in the structure shows comparative stability in the structure. As per our results we can suggest the stable positions of infill our aim is to provide the best possible positions of infill in irregular structure.