The building of the distribution function of the normative generalized power influence on brick buildings
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...
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2017-01-01
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Series: | MATEC Web of Conferences |
Online Access: | https://doi.org/10.1051/matecconf/201711602019 |
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doaj-9772982e024142b9ae1b0aa75a6496f92021-02-02T01:40:00ZengEDP SciencesMATEC Web of Conferences2261-236X2017-01-011160201910.1051/matecconf/201711602019matecconf_trs2017_02019The building of the distribution function of the normative generalized power influence on brick buildingsKichaeva OxanaLoads 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.https://doi.org/10.1051/matecconf/201711602019 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Kichaeva Oxana |
spellingShingle |
Kichaeva Oxana The building of the distribution function of the normative generalized power influence on brick buildings MATEC Web of Conferences |
author_facet |
Kichaeva Oxana |
author_sort |
Kichaeva Oxana |
title |
The building of the distribution function of the normative generalized power influence on brick buildings |
title_short |
The building of the distribution function of the normative generalized power influence on brick buildings |
title_full |
The building of the distribution function of the normative generalized power influence on brick buildings |
title_fullStr |
The building of the distribution function of the normative generalized power influence on brick buildings |
title_full_unstemmed |
The building of the distribution function of the normative generalized power influence on brick buildings |
title_sort |
building of the distribution function of the normative generalized power influence on brick buildings |
publisher |
EDP Sciences |
series |
MATEC Web of Conferences |
issn |
2261-236X |
publishDate |
2017-01-01 |
description |
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. |
url |
https://doi.org/10.1051/matecconf/201711602019 |
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