| Popis: |
An investigation on the seismic performance of panel structures with permanent shutteringsystem is the subject of this article. Three building models with similar plan and differentheights are taken into consideration. The nonlinear behavior of these structures are studiedby PERFORM 3D software and its multi-layer shell finite elements with fiber sections.Carrying out the analysis, the performance level of each model is determined. According tothe obtained results, it is concluded that the performance level of the structures which aredesigned based on the common codes is higher than their pre assumption, i.e. life safety. |
