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dc.contributor.authorKrejsa, Martin
dc.contributor.authorJanas, Petr
dc.contributor.authorYilmaz, Işık
dc.contributor.authorMarschalko, Marian
dc.contributor.authorBouchal, Tomáš
dc.date.accessioned2013-08-16T12:48:20Z
dc.date.available2013-08-16T12:48:20Z
dc.date.issued2013
dc.identifier.citationThe Scientific World Journal. 2013, art. no. 267593.cs
dc.identifier.issn1537-744X
dc.identifier.urihttp://hdl.handle.net/10084/100648
dc.description.abstractThe load-carrying system of each construction should fulfill several conditions which represent reliable criteria in the assessment procedure. It is the theory of structural reliability which determines probability of keeping required properties of constructions. Using this theory, it is possible to apply probabilistic computations based on the probability theory and mathematic statistics. Development of those methods has become more and more popular; it is used, in particular, in designs of load-carrying structures with the required level or reliability when at least some input variables in the design are random. The objective of this paper is to indicate the current scope which might be covered by the new method—Direct Optimized Probabilistic Calculation (DOProC) in assessments of reliability of load-carrying structures. DOProC uses a purely numerical approach without any simulation techniques. This provides more accurate solutions to probabilistic tasks, and, in some cases, such approach results in considerably faster completion of computations. DOProC can be used to solve efficiently a number of probabilistic computations. A very good sphere of application for DOProC is the assessment of the bolt reinforcement in the underground and mining workings. For the purposes above, a special software application—“Anchor”—has been developed.cs
dc.format.extent12017459 bytes
dc.format.mimetypeapplication/pdf
dc.language.isoencs
dc.publisherHindawics
dc.relation.ispartofseriesThe Scientific World Journalcs
dc.relation.urihttps://doi.org/10.1155/2013/267593cs
dc.rightsCopyright © 2013 Martin Krejsa et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.cs
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/cs
dc.titleThe use of the direct optimized probabilistic calculation method in design of bolt reinforcement for underground and mining workingscs
dc.typearticlecs
dc.identifier.doi10.1155/2013/267593
dc.rights.accessopenAccess
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.firstpageart. no. 267593cs
dc.identifier.wos000321845000001


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Copyright © 2013 Martin Krejsa et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
Except where otherwise noted, this item's license is described as Copyright © 2013 Martin Krejsa et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.