Kinasz, Roman
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inżynieria lądowa, geodezja i transport
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Item type:Article, Access status: Open Access , Rezerwa wytrzymałości rygli systemu ramowego szkieletu żelbetowego(2007) Kinasz, RomanThrust forces which arise on support of crossbars of a frame of a reinforced concrete skeleton of a building positively influence their work and as consequence-increase load-carrying ability. During carrying out of inspection of four-storeyed six flying frames the estimation of distribution of efforts thrust on support of reinforced concrete crossbars on all floors in view of features pivots connections of crossbars with columns is executed. Results of the executed researches have confirmed presence and influences of thrust efforts on support of reinforced concrete crossbars of a frame on increase in their carrying ability, that in the works many researchers theoretically expected. The essential increase in load-carrying ability of reinforced concrete crossbars of overlappings (from 40 up to 4%) depending on height of their accommodation in a frame system is received. Crossbars of a covering practically have no reserves on the second group of limiting conditions in connection with the big width of disclosing of normal cracks in them.Item type:Article, Access status: Open Access , Ocena niezawodności żelbetowej kratownicy na podstawie ograniczonej liczby danych doświadczalnych(Wydawnictwa AGH, 2005) Kinasz, RomanIt is proposed the method of establishing the reliability by Monte Carlo method on condition when at any of numbering testing the critical state was not achieved, what indicates the high reliability of structure. It could be possible in two cases: when using Monte Carlo method the real figures of structures are used if there is no opportunity to define their great number for correct determination of distributions and their parameters or at high reliability of structures. In this case it is proposed: to put non-dimensional parameters, which characterize the relative value of »unattainabless« of critical value by each of the structure's element on each iteration; to unite all non-dimensional parameters doesn't matter to which class the input data belonged and where were they taken from into one block; to make histograms of this block, to approximate them by suitable distribution and to define the square under the extra polar separate part of abscissa graph, which could become the probability of destroy.
