

Comparative Study of Static and Dynamic Seismic Analysis of Multistoried RCC Structure with and without Using Haunch Beam
Abstract
Reinforced concrete hunched beams (RCHBS) are often used in midrise buildings because offer some structural and non-structural advantages over the prismatic elements. Reinforced concrete (RC) building frames are most common types of constructions in urban India. The purpose of this study is to comparative analysis of the behaviour of G+27 multi storey structure by using regular beam and haunch beam viz. The analysis was carried out as per guide lines of the IS-1893 and IS-456 for the static and dynamic analysis of high rise structure by using haunch beam and regular beams in ETAB-2016.The comparative study include the storey drift, storey displacement, axial load, bending moment.
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