Abstract
This paper addresses the analysis of irregular multi-storied RC frame building according to different seismic design codes. A RC multi-story building is subjected to most dangerous earthquake; the main reason for failure of RC buildings is irregularity in its plan dimensions. This paper presents analysis of irregular building using different seismic design codes. Building is compared in terms of structural displacement, drifts and story shear. And also focuses on three seismic design codes India (IS 1893), USA (ASCE 7) and Europe (EC8). Irregular L-shape ten-story buildings are analysed using the equivalent static load method (ESL).
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