Ïóáë³êàö³ÿ Ðîçðàõóíîê áóä³âë³ íà âïëèâ 䳿 ïîâ³òðÿíî¿ óäàðíî¿ õâèë³ ïðÿìèì äèíàì³÷íèì ìåòîäîì ç âèêîðèñòàííÿì ÏÊ Ë²ÐÀ-ÑÀÏÐ Ñòàòòÿ ïðèñâÿ÷åíà îñîáëèâîñòÿì ðîçðàõóíêó áóä³âåëü íà âïëèâ 䳿 ïîâ³òðÿíî¿ óäàðíî¿ õâèë³ ìåòîäîì ñê³í÷åííèõ åëåìåíò³â ³ç âèêîðèñòàííÿì ïðîãðàìíîãî êîìïëåêñó ˲ÐÀ-FEM (˲ÐÀ-ÑÀÏÐ). Ïåðåéòè äî ïóáë³êàö³¿
Ïóáë³êàö³ÿ Some approaches to modeling blast wave impact on structures in LIRA-FEM The article is devoted to the methodology of modeling the calculation of structures for the action of dynamic loads caused by the impact of a blast wave and considers in detail the process of applying these dynamic loads to building structures in the LIRA-FEM software. Ïåðåéòè äî ïóáë³êàö³¿