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Seismic codes provide to achieve desired performance that structure withstands the earthquake loads with minimum requirements. Many standard building codes developed and imposed to minimize damage and to ensure life safety and economic loss. In seismic regions, seismic design is very conscious. However, the lack of seismic design codes, engineers depends on the international guidelines. Therefore it is imperative to compare the international design codes once the building codes developed. To mitigate the hazard of earthquakes is the primary purpose used for seismic codes. The main objective of this study is to compare the vario us seismic codes defined by design spectra, and some fundamental points are defined generally included the elastic design spectra, seismic hazard specification. In this study, a particular site has chosen to achieve the comparison codes. The result obtaine d by the design codes compared and highlighted by the similarity and difference among them, such as base shear, interstory drift, and displacement. The dynamic linear analysis used to implement the design to achieve the objectives. The analysis is performed in SAP 2000. V20.

Comparative of Study the Design Spectra Defined by Various Seismic Codes