Civil Engineering Association

Performance Based Inelastic Seismic Analysis of Buildings

Occurrence of the earthquake is unpredictable, but we can adopt preventive measures to overcome problems
during earthquake. In this case, various organizations in the earthquake threatened countries have come up with
documents, which serve as guidelines for assessment of the strength, expected performance and safety of existing
buildings as well as for carrying out the necessary strengthening required.
The present paper deals with detailed discussions on non-linear static analysis methods various structural performance
levels of building. Seismic evaluation followed by information about various strengthening techniques for beam and
column. The study includes the Pushover Analysis of G+6 storey building using SAP 2000 with default and user-defined
hinges. And conclude that model with user-defined hinge properties is more successful for capturing hinging mechanism.

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