@misc{Mrozek_Dawid_Dynamic, author={Mrozek, Dawid}, howpublished={online}, language={eng}, abstract={Dynamic response of initially damaged building using numerical simulations is presented in this paper. It is assumed that initial damages are caused by ground deformations which are consequence of mining activity or errors in technology. Material properties are described by the plastic-damage model for concrete and adapted for masonry by CiƄcio. Comparisons of stress, degradation and angle of non-dilatational strain fields of damaged and undamaged buildings are presented.}, title={Dynamic analysis of initially damaged building}, keywords={initial damage, dynamic analysis, Barcelona Model}, }