Author : Shubham A. Parmar 1
Date of Publication :24th January 2018
Abstract: The effective design and construction of earthquake resistance structure have a much greater importance all over the world. Hence, there is a need for comparative study of various codes. At present, there is various software available for earthquake analysis of buildings like STAAD.Pro, SAP 2000, ETABS and many more. The design criteria for different codes are also different. The aim of the paper is to compare the design results for high rise building (G+20) with various codes. The difference in the area of steel for column and beam by Euro code, IS code and ACI code are compared and respective graphs are plotted. A study shows variation in the section as well as reinforcement required to resist the same amount of design moments and shear force, whereas analysis of building is done as per IS 1893(part 1) -2016.From the result, it is found that there are many similarities in main steel for ACI and Euro code as compared to IS code provision for design.
Reference :
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