EFFECT OF CHANGE OF STOREY DRIFT AND STOREY HEIGHT IN MULTI STOREY BUILDING WITH VARYING SEISMIC ZONES

Objective: In the present work G+10 storied RCC building is consider for analysis purpose. Method analysis: The main purpose of this work is to analyze the seismic behavior of RCC structures in different seismic zones i.e. (II, III, IV and V). In the each zone different floor heights are considered (10 buildings for each zone). The total analysis is carried out in the STAAD. Pro software for Gravity and lateral loads (seismic). Findings: By analyzing all these buildings the data base is prepared for worst load combination. The results are compared with corresponding zones and structural elements are designed for worst load combinations as per the Indian standards. The present study is to investigate the behavior of multi storied RCC plane frames considering storey drift and foundation pressure. Applications: The study is to investigate the behavior of multi storied RCC plane frames considering storey drift ands foundation pressure, seismic zones, STAAD. Pro, gravity load, lateral load (seismic), RCC building, different building height.