Design and Analysis of Dormitory Building Structure by Using Structural Analysis Programme Software
Authors:-L. Praveen kumar, R. Sai, N. Preethi, A. J. Siva Prakesh, L. Lokesh
Abstract-In general, the building is designed as per codal provisions, which has various constraints while analyzing with dynamic loads. This analysis procedure takes a lot of time and is complex. Therefore, most of the Civil Engineering structures are designed taking the assumption of applied loading to be static. The process of neglecting the dynamic forces may lead to the collapse of the structure as a whole in case of a catastrophe such as an earthquake. Some recent earthquakes have shown the need for dynamic analysis. Nowadays, a lot of research is going on the field of performance-based design such that the structure can withstand earthquake-induced loads. This study confers the need to shift the design practice from force based to performance based for getting actual response. Three different analysis have been performed using empirical formulae and numerical modelling software to estimate the natural period of oscillation of building and the parameters are discussed on which it depends. Research and development in the field of earthquake resistant design has put emphasis on non-linear analysis methods to estimate seismic demands. Nonlinear time history and nonlinear static pushover analysis are the main methods. In this study, pushover analysis is carried out on multi-story reinforced residential concrete building in India.
