Open Access«BUILDING – BASE» SYSTEM BOUNDARY DEFORMATIONS EXCEEDING PROBABILISTIC ESTIMATION METHODOLOGY
Author(s) -
Oxana Kichaeva
Publication year - 2017
Publication title -
zbìrnik naukovih pracʹ. serìâ: galuzeve mašinobuduvannâ, budìvnictvo
Language(s) - English
Resource type - Journals
eISSN - 2518-1106
pISSN - 2409-9074
DOI - 10.26906/znp.2017.49.825
Subject(s) - reliability (semiconductor) , probabilistic logic , parametric statistics , monte carlo method , boundary (topology) , computer science , boundary value problem , base (topology) , probability distribution , mathematical optimization , reliability engineering , algorithm , mathematics , engineering , statistics , artificial intelligence , mathematical analysis , power (physics) , physics , quantum mechanics
In the paper the method is proposed and the algorithm is developed for solving the problem of «building – base» system exceeding boundary deformations in reliability parametric theory framework probability (risk) determination. For calculations, the method of statistical tests (Monte-Carlo) was used. Using the powerful Mathcad complex, the computer program has been developed to implement the proposed calculation method has been developed. The calculations of the existing «building-base» system have been performed from determination of this system exceeding boundary deformations probability (risk). Analysis of the probability calculation indicates the need to improve existing approaches to determination the probability of deformations exceeding boundary value, because new methods will increase the reliability of solving geotechnical problems.