In this thesis is analysed reinforced precast industrial building on the seismic impact
according to standard SIST EN-1998-2:2006. Thesis deals with structural system and
claddind panels and about non–structual elements and Eurocode. The work is based on
behavior of the structure along with the facade panels and made a number of cases. Here
we were interested in connections between the supportin structure and facade panels, which
has been studied in the context of the European project SAFECLADDING. This project has
made an extensive study of the contacts, which are in common practice in European
construction. From the data obtained in the studies was a typical connection modeled and
used in the analysis. To yield the best results, the structure has been analysed with non –
linear analysis. The results of analysis on our assumptions determine what can withstand
seismic forces the structure.
|