ACCOUNTING OF CONSTANT LOADS’ VARIABILITY IN CALCULATION OF BUILDINGS’ AND STRUCTURES’ CONSTRUCTIONS

Introduction. The article presents the investigation results of the factors determining the reliability coefficients’ values of the constant load from the weight of the structures in the buildings’ and bridges’ calculation by the method of limiting states. Materials and methods. However, the constan...

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Main Author: Y. V. Krasnoshchekov
Format: Article
Language:Russian
Published: Siberian State Automobile and Highway University 2018-03-01
Series:Вестник СибАДИ
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Online Access:https://vestnik.sibadi.org/jour/article/view/586
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author Y. V. Krasnoshchekov
author_facet Y. V. Krasnoshchekov
author_sort Y. V. Krasnoshchekov
collection DOAJ
description Introduction. The article presents the investigation results of the factors determining the reliability coefficients’ values of the constant load from the weight of the structures in the buildings’ and bridges’ calculation by the method of limiting states. Materials and methods. However, the constant load has not yet been determined due to the lack of the experimental data, the variability influence of each individual factor: the density of the material and structural dimensions on the reliability coefficients’ value. The reliability coefficients’ values of the constant load from the weight of the structures are also determined mainly by the specified reliability and the allowed variability in the structure dimensions. Results. The probabilistic approach’s application to the reliability coefficients’ estimation on the load allows reasonably assign and reduce the calculated values of the constant loads. The application of the probabilistic method of the dispersions’ summation therefore leads to the reduction of the reliability factor for the loads of the self-weight and multi-layer bridge structures to 10%. Discussion and conclusion. The self weight’s variation coefficient of the multilayer structures depends on the control during their manufacture and operation, so the reliability factor for the self weight loads of the multilayer structures could be significantly reduced by the established control. In order to improve the bridges’ reliability and because of the large variability in the pavement elements’ weight, especially in the asphalt-concrete layers’ weight, their normative values should be assigned with the increased security
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spelling doaj-art-7e4dd15ef4c64f0ba5c096d407e767cd2025-08-20T03:23:18ZrusSiberian State Automobile and Highway UniversityВестник СибАДИ2071-72962658-56262018-03-01151889710.26518/2071-7296-2018-1-88462ACCOUNTING OF CONSTANT LOADS’ VARIABILITY IN CALCULATION OF BUILDINGS’ AND STRUCTURES’ CONSTRUCTIONSY. V. Krasnoshchekov0Siberian State Automobile and Highway UniversityIntroduction. The article presents the investigation results of the factors determining the reliability coefficients’ values of the constant load from the weight of the structures in the buildings’ and bridges’ calculation by the method of limiting states. Materials and methods. However, the constant load has not yet been determined due to the lack of the experimental data, the variability influence of each individual factor: the density of the material and structural dimensions on the reliability coefficients’ value. The reliability coefficients’ values of the constant load from the weight of the structures are also determined mainly by the specified reliability and the allowed variability in the structure dimensions. Results. The probabilistic approach’s application to the reliability coefficients’ estimation on the load allows reasonably assign and reduce the calculated values of the constant loads. The application of the probabilistic method of the dispersions’ summation therefore leads to the reduction of the reliability factor for the loads of the self-weight and multi-layer bridge structures to 10%. Discussion and conclusion. The self weight’s variation coefficient of the multilayer structures depends on the control during their manufacture and operation, so the reliability factor for the self weight loads of the multilayer structures could be significantly reduced by the established control. In order to improve the bridges’ reliability and because of the large variability in the pavement elements’ weight, especially in the asphalt-concrete layers’ weight, their normative values should be assigned with the increased securityhttps://vestnik.sibadi.org/jour/article/view/586structures’ reliabilityconstant loadstructures’ weightvariability of parametersreliability factormultilayer constructionprobabilistic calculation method
spellingShingle Y. V. Krasnoshchekov
ACCOUNTING OF CONSTANT LOADS’ VARIABILITY IN CALCULATION OF BUILDINGS’ AND STRUCTURES’ CONSTRUCTIONS
Вестник СибАДИ
structures’ reliability
constant load
structures’ weight
variability of parameters
reliability factor
multilayer construction
probabilistic calculation method
title ACCOUNTING OF CONSTANT LOADS’ VARIABILITY IN CALCULATION OF BUILDINGS’ AND STRUCTURES’ CONSTRUCTIONS
title_full ACCOUNTING OF CONSTANT LOADS’ VARIABILITY IN CALCULATION OF BUILDINGS’ AND STRUCTURES’ CONSTRUCTIONS
title_fullStr ACCOUNTING OF CONSTANT LOADS’ VARIABILITY IN CALCULATION OF BUILDINGS’ AND STRUCTURES’ CONSTRUCTIONS
title_full_unstemmed ACCOUNTING OF CONSTANT LOADS’ VARIABILITY IN CALCULATION OF BUILDINGS’ AND STRUCTURES’ CONSTRUCTIONS
title_short ACCOUNTING OF CONSTANT LOADS’ VARIABILITY IN CALCULATION OF BUILDINGS’ AND STRUCTURES’ CONSTRUCTIONS
title_sort accounting of constant loads variability in calculation of buildings and structures constructions
topic structures’ reliability
constant load
structures’ weight
variability of parameters
reliability factor
multilayer construction
probabilistic calculation method
url https://vestnik.sibadi.org/jour/article/view/586
work_keys_str_mv AT yvkrasnoshchekov accountingofconstantloadsvariabilityincalculationofbuildingsandstructuresconstructions