Comparison On Pushover And Static Analysis Of Multi Storey Building Using BIM

Amol L. Murhekar, Manish Chudare

Abstract


During seismic action, building will deform in in-elastic zone, so its required evaluation which consider post-elastic behavior of structure. Performance based seismic design is a modern technique to earthquake resistance which can predict performance of structure using rigorous non-linear static analysis. Easy and most used method to evaluate performance of structure is non-linear static analysis widely known as pushover analysis. As name implies, it’s a process of pushing structure horizontally, with a prescribed loading pattern incrementally, i.e. "pushing structure & plotting total applied shear force & associated lateral displacement at each increment, until structure reaches a limit state or collapse condition". This project aims to analysis the structural behavior of multi-storey building by comparing the result of static and pushover analysis using Building Information Modeling (BIM) implementation. BIM is a complex process of new intelligent approach and process of maintaining all relevant information to a building over all phase of the building life cycle. It is used to improvement of process, predict outcomes and create computational representation of all building with less environmental impact.


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