Analysis of irregular multi-storied RC frame building according to different seismic design codes. A RC multi-story buildings are subjected to most dangerous earthquake, the main reason for failure of RC buildings is irregularity in its plan dimensions. In this project analysis of irregular building using different seismic design codes. Building is compared in terms of story displacement, story drifts and base shear. And also focuses on three seismic design codes Indian (IS 1893), U.S. (ASCE 7) and Europe (EC8). Irregular L-shape 10-story building is analyzed using the Equivalent Static Load method (ESL).
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