Issue |
MATEC Web Conf.
Volume 116, 2017
6th International Scientific Conference “Reliability and Durability of Railway Transport Engineering Structures and Buildings” (Transbud-2017)
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Article Number | 02019 | |
Number of page(s) | 6 | |
Section | Structures, Buildings and Facilities | |
DOI | https://doi.org/10.1051/matecconf/201711602019 | |
Published online | 10 July 2017 |
The building of the distribution function of the normative generalized power influence on brick buildings
O.M. Beketov National University of Urban Economy in Kharkiv, 61002 Kharkiv, Ukraine
* Corresponding author: o_kichaeva@ukr.net
Loads and impacts which have an influence on the performance of the structure have high statistical distribution, being random variables or random processes. The influence on frameless brick buildings and buildings with a mixed frame from the following types of loads and impacts is considered: load from own weight of structures, load from people and equipment (payload), snow load, wind load, external temperature effects and impacts due to ground motion (settlement). The types of buildings were considered: frameless buildings and buildings with a mixed frame. The article proposes an algorithm for constructing the distribution function of the generalized force effect on brick buildings and structures. Obtaining such a function is one of the stages of the critical normative risk (probability) of failure of brick structures of buildings. It is determined that the distribution function of the generalized force action obeys the normal distribution law of Gauss, for which the values of the mathematical expectation and the coefficient of variation are obtained.
© The Authors, published by EDP Sciences, 2017
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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