Analiza budynku wstępnie uszkodzonego
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 Cińcio. Comparisons of stress, degradation and angle of non-dilatational strain fields of damaged and undamaged buildings are presented.
Apr 8, 2016
Apr 21, 2015
168
https://repolis.bg.polsl.pl/publication/29933
Edition name | Date |
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Analiza dynamiczna budynków wstępnie uszkodzonych | Apr 8, 2016 |
Wawrzynek, Andrzej Cińcio, Andrzej Mrozek, Dawid
Wawrzynek, Andrzej Mrozek, Magdalena Mrozek, Dawid
Lipski, Zbigniew Mrozek, Dawid
Lipski, Zbigniew Mrozek, Dawid
Lipski, Zbigniew Mrozek, Magdalena Mrozek, Dawid
Mrozek, Magdalena Mrozek, Dawid Wawrzynek, Andrzej
Cińcio, Andrzej Mrozek, Magdalena Mrozek, Dawid
Cińcio, Andrzej Mrozek, Magdalena Mrozek, Dawid