Behaviour Of Single Bay Two Storeys RC Frame

Abstract

Multi-storeyed Reinforced Concrete (RC) framed structures are being constructed extensively in India of-late. The RC elements of the frame are generally designed to take up all the loads and masonry walls are often considered as non-structural filler materials. These RC framed structures suffer premature failures when subjected to lateral forces resulting due to cyclic load nature of seismic forces. This paper discusses about the behaviour of single bay two storied RC frame subjected to lateral loads. The paper also discusses on the aspects of ductility, stiffness degradation, and energy absorption and failure mechanisms of RC frame subjected to cyclic loading.

Keyword : RCC Frame, Masonry Infill, Stiffness degradation

Author : R.AmuthaSelvaKumar, M.Mohana Ram. 

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