This paper deals with seismic analysis of RC (reinforced concrete) frame structures without and with shear walls, taking into account the present-days requirements of Eurocode 8 (EC-8). Relevant procedures are presented and discussed referring to the analyses and results taken from two case studies: the first one is a skeleton frame, the second is a dual plane system.
Authors:Hasnae Boubel, Oumnia Elmrabet, Elmehdi Echebba, and Mohamed Rougui
earthquakes posed a serious hassle for engineers to higher apprehend the seismic behavior of structures by taking into account the effect of Interaction Soil-Structure (ISS) [ 1 ]. The seismicanalysis of a structure taking into account the local properties of