Seismic Analysis And Design Of Rc Skeleton Framework

Abstract

Using time date analysis, evaluation of the framework response is subject to earthquakes of high, low and medium content. There are three types of violations such as group violations, rigid violations, and vertical engineering violations. According to our observations, the ground shear strength has been found to be the maximum for the first floor and in all cases is lower than the upper floor. Collective irregular structures have been observed to experiment with larger base shears than normal structures. The rigid structural structure saw scissors with a low base and had large barriers between the floors. The complete displacement obtained from the analysis of the chronological history of the irregular structure in the relevant nodes was found to be greater in the case of normal structures of the upper stories, but gradually as we transformed the structure of the lower layers into lower structures. Reduced rigidity increases the high dispersion of stories in the event of a large irregular structure, time history analysis provides slightly higher displacements of stories higher than normal structures, while when we reduce the following stories, regular structures are compared to the height of structures. When the history of time was analyzed in search of rigidly structured and structured structures, he found that higher story displacements were not completely different from each other, but we moved on to the following stories, in the case of light warehouses. Displacement was higher in comparison