The performance of a high rise building during strong earthquake motions depends on the distribution of stiffness, strength and mass along both the vertical and horizontal directions. If there is discontinuity in stiffness, strength and mass between adjoining storeys of a building then such a building is known as irregular building. The present study focuses on the performance and behaviour of regular and vertical irregular G+11 storied buildings under seismic loading. Two types of irregularities namely vertical irregularities and horizontal irregularities are considered in this study. Total ten regular and irregular buildings are modelled and seismic analysis is carried out in Staad Pro and the results are compared.
Article Details
Unique Paper ID: 152982
Publication Volume & Issue: Volume 8, Issue 5
Page(s): 154 - 159
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