Abstract
The most of the RCC buildings were failed Iin the past due to lateral load. Bracings systems are one of the lateral load resisting system which has got structural importance specially in reinforced concrete buildings. Different bracing systems are efficient enough for seismic responses. Steel bracing systems have both practical and economical advantages. The application of steel bracings is faster to execute. The steel bracings are usually installed between existing vertical members. The purpose of the study of seismic response of a building is to design and build a structure in which the damage to the structure and its structure component by earthquake is minimized. The paper aims towards the review of study of analysis of Unbraced and braced multistorey RCC building conducted by various authors in the past.
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