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title

SEISMIC VULNERABILITY STUDY ON RC BARE FRAMES USING NON LINEAR STSTIC ANALYSIS

Author(s):
Supreeth H K

Keywords:
Nonlinear static Analysis, ETABS 2015, Hinge properties, bare Frames, Regular and Irregular buildings

Abstract

Many buildings in the present have irregular configurations both in plan and elevation. An analysis has been performed to study the lateral forces and base shear of a Multi-storeyed (15-story) building for 4 different models. To perform analysis by equivalent static force method ETABS V.15 is used however, when the buildings are subjected to Non-Linear static analysis method, Comparison of Zone III and IV.

Other Details
Paper ID: IJSARTV
Published in: Volume : 2, Issue : 8
Publication Date: 8/13/2016

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