ANALYSIS OF EARTHQUAKE LOADS ON G+7 STOREYED BUILDING WITH CONCETRIC BRACING SYSTEM AND ECCENTRIC BRACING SYSTEM USING RESIST SOFTWARE
Journal Title: International Journal of Engineering Sciences & Research Technology - Year 0, Vol 4, Issue 9
Abstract
The proposed project is to analyze the performance of G + 7 multi storied building for lateral forces, (seismic/wind). Work was carried out considering seismic zones (II, III, IV and V) and hard, medium, soft type of soils. The parameters which are proposed to be observed for the effect of lateral forces are: length of bracing, size of the bracing system, floor width support of the bracing system, drift, base moment and base shear. The work was carried out with the help of Resist software which is developed by NICEEE, Govt. of India, which can be used only for research work. Results showed that the usage of concentric bracing system is more safe and economical than the eccentric bracing system.
Authors and Affiliations
L. Divya*,
Keywords
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- EP ID EP148453
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