Paper Contents
Abstract
The seismic analysis of multi-story buildings has seen significant growth in recent decades. In the past, these buildings were often designed without considering seismic excitation, leading to unreliable structures. However, it has become apparent that modern multi-story buildings designed to withstand lateral loads, such as those from earthquakes and wind, perform much better when dynamic loads are considered in the analysis.In regions like India, particularly in seismically active areas like the Himalayan region, evaluating natural hazards due to seismic activity is crucial. This paper focuses on conducting a nonlinear dynamic analysis of a multi-storied reinforced concrete (RC) building, considering various seismic intensities observed in the seismically. This method provides a more comprehensive understanding of the building's behaviour under seismic loads, leading to improved design and structural integrity. In this paper we consider braced G+6 Story R.C.C building and find out story displacement and story drift and find braced structure system showing better result in compare to normal rcc structures. In regions with high wind or seismic activity, braced systems are often incorporated into the design of residential buildings to enhance their structural integrity and safety. However, in areas with less extreme environmental conditions, this structural systems may be more appropriate or cost-effective.Keywords: -Story drift, Displacement, RCC Structure, Structural Integrity, Braced Structure
Copyright
Copyright © 2024 Kulendra Misru Dewase. This is an open access article distributed under the Creative Commons Attribution License.
