A Comparative Study of Seismic Coefficient Method & Response Spectrum Method of Seismic Analysis for a Multi-Storeyed Building
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Date
2018-06-22T06:25:36Z
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Abstract
Earthquakes are very disastrous and cause a great harm to living life, material life and buildings. Hence proper dynamic analysis for building having earthquake threat is needed. This will ensure proper designs resulting in an earthquake proof structure. In this thesis, the earthquake responses of symmetric multi-storied building by two methods are studied. The methods include seismic coefficient method as recommended by IS Code and modal analysis using response spectrum method of IS Code.
The seismic analysis of multi-storeyed building by above two methods includes the results of base shear, lateral force, storey shear and section displacement. The responses obtained by above methods in extreme zone V as mentioned in IS code are then compared. Test results Base Shear, Lateral Force, Storey Shear & Section Displacement are compared.
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Anup Pudasaini, Chandrakant Satara, Deepak Kumar Gupta, Rajesh Sah, 1NH14CV125, 1NH14CV128, 1NH14CV129, 1NH14CV138