Abstract:
The scope of this presentation is to compare some of principal characteristics of structural dynamic responses computed using Earthquake Resistant Design Regulations KTP-N.2-89, (Albanian Seismic Code) and Eurocode 8 (prEN 1998-1). In this paper are mentioned some of the principal differences between two codes, comprising mainly: Seismic Intensity Classification according to Seismic Zonation Map of Albania, Identification of Ground Types, Reference Peak Ground Acceleration, Elastic and Design Response Spectrum used to present earthquake motion at a given point on the surface. Spectrum Analysis (horizontal and vertical direction), Analysis Methods, etc.
The comparative results of two codes issued by dynamic analysis of reinforced concrete dual system structure chosen are presented along with respective conclusions.
