"50"^^ . "The assessment of the risk of the loss of the load - bearing capacity and service ability of thin-walled structures"@en . "50"^^ . "0"^^ . . "Ocen\u011Bn\u00ED rizika ztr\u00E1ty \u00FAnosnosti a provozuschopnosti stavebn\u00EDch konstrukc\u00ED"@cs . "1"^^ . "Neuvedeno."@en . . "3"^^ . . "3993"^^ . . . "The target of the project is to design progressive methods for risk and reliability assessment of load-bearing structures. The methods will be based on a theoretical analysis, development of parametric studies, comparison of results using various approaches of different complexity level and evaluation of the data set on the structures where real accidents occurred. Attention will be focused namely on thinwall structures.A significant task will consist in the development and application of suitablcomputational models showing real action of the system, which will become the basis for the definition of failure probability.Another task will be the classification and quantification of the so called expected damage - another factor appearing in risk assessment, i.e. consideration of economical or other aspects."@en . . . "3993"^^ . "Posouzen\u00ED mo\u017En\u00FDch rizik v d\u016Fsledku projektov\u00E9 a stavebn\u00ED \u010Dinnosti, provozu staveb, jejich \u00FAdr\u017Eby, oprav, rekonstrukc\u00ED a p\u0159\u00EDp. demolic bude d\u016Fle\u017Eit\u00FDm n\u00E1strojem p\u0159i rozhodov\u00E1n\u00ED o ka\u017Ed\u00E9 rozs\u00E1hl\u011Bj\u0161\u00ED \u010Di jinak mimo\u0159\u00E1dn\u00E9 konstrukci. To plat\u00ED ve zv\u00FD\u0161en\u00E9 m\u00ED\u0159e pr\u00E1v\u011B o konstrukc\u00EDch tenkost\u011Bnn\u00FDch s ohledem na vzr\u016Fstaj\u00EDc\u00ED po\u017Eadavky ekonomick\u00E9, ekologick\u00E9 i bezpe\u010Dnostn\u00ED. Rizika budou kvantifikov\u00E1na pomoci dvou veli\u010Din: pravd\u011Bpodobnosti poruchy (ve vztahu k mezn\u00EDm stav\u016Fm) a o\u010Dek\u00E1van\u00E9 \u0161kody (vyj\u00E1d\u0159en\u00E9 nap\u0159. ve finan\u010Dn\u00EDch ukazatel\u00EDch, ztr\u00E1t\u011B lidsk\u00FDch \u017Eivot\u016F, atp.). Rozhoduj\u00EDc\u00EDm p\u0159itom bude (i) v\u00FDsti\u017Enost v\u00FDpo\u010Dtov\u00E9ho modelu, kter\u00FD bude br\u00E1t v \u00FAvahu mj. variabilitu veli\u010Din a jev\u016F, imperfekce konstruk\u010Dn\u00ED i materi\u00E1lov\u00E9, relevantn\u00ED degrada\u010Dn\u00ED vlivy a specifick\u00E9 chov\u00E1n\u00ED tenkost\u011Bnn\u00FDch konstrukc\u00ED; (ii) v\u00FDsti\u017Enost popisu a hodnoty o\u010Dek\u00E1van\u00FDch \u0161kod a (iii) \u00FAvahy o akceptovateln\u00E9 hladin\u011B rizika."@cs . . . .