Study On Seismic Behaviour of Tall Irregular Buildings Under Influence of Non Parallel And Offset Irregularities
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This document discusses a study on the seismic behavior of tall irregular buildings under the influence of non-parallel and offset irregularities. The objectives are to study the influence of discontinuities in the lateral force resistance path, such as out-of-plane offsets of vertical elements, and to study the influence of non-parallel systems where the vertical elements resisting lateral forces are not parallel about major orthogonal axes. The study uses the Equivalent Lateral Force Method to analyze 10, 15 and 20-story buildings with different irregularities and compares results like torsional moment, fundamental time period and base shear.
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Study On Seismic Behaviour of Tall Irregular Buildings Under Influence of Non Parallel And Offset Irregularities