Published Paper Details:

The paper presents the plan, model, analysis and design of a vertical irregular Commercial Building structure and investigate its performance under various lateral loading conditions. In order to compete in the ever growing competent market it is very important for a structural engineer to save time to provide design guidelines using ETABS 2016. Earthquake occurred in commercial building shows that if the structures are not well designed and constructed with an adequate strength it leads to the complete collapse of the structures. To ensure safety against seismic forces of commercial building hence, there is need of studying of seismic analysis to design earthquake resistance structures. In seismic analysis the response reduction is considered for two cases both Ordinary moment resisting frame and Special moment resisting frame. The main objective of this paper is to study the seismic analysis of structure for static and dynamic analysis in ordinary moment resisting frame and special moment resisting frame. Equivalent static analysis and response spectrum analysis are the methods used in structural seismic analysis. We considered the commercial building of structure for the seismic analysis and it is located in zone A. IS 456:2000 codes is the basic code for general construction in concrete structures, hence all the structural members are designed using limit state method in accordance with the IS 456:2000 code and design aids. The total structure is analyzed by computer with using ETABS 2016 software. We observed the response reduction of cases ordinary moment resisting frame and special moment resisting frame values with deflection diagrams in static and dynamic analysis. The special moment of resisting frame structured is good in resisting the seismic loads. Thus, to provide design guidelines using ETABS 2016 and to find a detailing strategy which will ensure a sufficient level of safety for various levels of loading demands.