A REVIEW PAPER ON DESIGN OF STEEL BUILDING AND ITS ELEMENTS WITH DUCTILE DETAILING IN ZONE IV (KEY IJP************758)

• Swapnil Dwivedi,Sonam Kumari, Medha Kiran

Abstract

The aim of the project is to Analyze and design seismic resistant multi-storied reinforced cement concrete building. According to the numerical results, the building frame designed by IS456-2000 where earthquake load is considered as per IS1893-2016 and ductile detailing by 13920:2016 provides the inelastic behavior and response intended by the code and satisfies the inter-story drift and maximum plastic rotation limits suggested by FEMA. The major factors distinguishing the two frames are its response reduction factor which depends on the structure over strength, ductility and redundancy. To see the response of the two moment frame two seismic zone were taken zone III and zone V. when the two structures was analyzed by using response spectrum method it was found that SMRF structure had better response to the earthquake loading with the minimum drifting and lateral loads in all two cases i.e., for two seismic zones.