Comparative Study of Tall Structure with and Without X- Bracings and Shear Links of Different Material

As Population of India is rapidly increasing, there is a high requirement of more shelters to settle down this population thus there is a high demand of tall structure. Tall structure s are generally came in contact with lateral forces due to (wind & seismic) intensities are high, which may causes failure of structure therefore to counteract these vast lateral forces we need some special techniques in such tall structure. in this study we will apply some extra innovative technique to stable the structure by providing bracings and shear links in the structure and prepare a comparison between bare frame, frame with bracings and shear links with two different type of material such as steel and Aluminium for this comparative study we have consider a symmetrical plan of G+12 floors considering Seismic zones IV & medium type soil as per I.S. 1893 part 1 2002. for analyzing and modeling purpose staad.pro programming is utilized and study is done on the premise of maximum storey displacement, axial forces, shear forces, maximum bending, storey drift, stiffness and displacement in x and z direction. In this study we have adopted 13 loading combination in each case as per Indian standards and Dimensions of column and beam in all the cases were same. We observed the result of all the cases in the manner, bare frame shows maximum values in all parameters, steel bracing frame shows moderate result and frame with Aluminium bracing with shear links shows minimum.