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Seismic Analysis of G+30 High Rise Building

Seismic Analysis of G+30 High Rise Building

Mr. Hardik N. Thakur1, Dr. Ajay Dahake2

1Student, Department of Civil Engineering, G.H Raisoni College of Engineering and Management, Pune, Maharashtra, India.

2 HOD, Department of Civil Engineering, G.H Raisoni College of Engineering and Management, Pune, Maharashtra, India.

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Abstract - The most prevalent kind of construction in Indian cities is reinforced concrete (RC) frames, which are subjected to a variety of stresses over their lifetime, including static dead load, live load, and dynamic forces resulting from the both an earthquake and a strong wind. The accelerated urban Population growth and a lack of available land have high-rise building development was influenced. Lateral Loads are a crucial factor, as well as building height increase. In such a case, selecting a structural system such that it can adequately withstand lateral loads. It is necessary to understanding structural systems' behaviour in groups of stability and rigidity. In the current probe, there was a brief a steel and composite material supporting frame is compared in terms of storey displacement, storey drift, and storey shear, deflection of the beam, axial load, and Base shear.

Key Words:  optics, Response Spectrum system, Lateral Displacements, Drifts, Time period