Analysis and regulation of the stress-strain state of structures with reliability
It is offered an algorithm for analysis and regulation of the stress-strain state of building constructions and soils of the foundations of structures at designing, building and exploitation, at setting of the mode of exploitation for providing of the required level of reliability, when tensions in...
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EDP Sciences
2019-01-01
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Series: | E3S Web of Conferences |
Online Access: | https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/64/e3sconf_catpid18_01016.pdf |
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doaj-71ba38a05b1145d0ab639c3fab6e0e582021-02-02T05:30:15ZengEDP SciencesE3S Web of Conferences2267-12422019-01-011380101610.1051/e3sconf/201913801016e3sconf_catpid18_01016Analysis and regulation of the stress-strain state of structures with reliabilityTryapitsin Yurii0Pakhomov Viktor1Voinov Sergei2Far Eastern State Transport UniversityFar Eastern State Transport UniversityFar Eastern State Transport UniversityIt is offered an algorithm for analysis and regulation of the stress-strain state of building constructions and soils of the foundations of structures at designing, building and exploitation, at setting of the mode of exploitation for providing of the required level of reliability, when tensions in them differ from calculation values. Possible options for secured or unsecured reliability are considered. The algorithm consists in determining the necessary decrease in the design stresses or increase the bearing capacity of structure. Offered algorithm is an estimation of necessary displacement of density of distribution of current tension or density of distribution of bearing strength for the achievement of the required level of reliability of the constructions and soil of base of the structure. Further research will be devoted to the consideration of case with unsecured reliability, for which it is necessary to assess the necessary displacement of the distribution density of the existing stresses or the distribution density of the bearing capacity to achieve the required level of reliability of the building constructions and soil of base of the structure.https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/64/e3sconf_catpid18_01016.pdf |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Tryapitsin Yurii Pakhomov Viktor Voinov Sergei |
spellingShingle |
Tryapitsin Yurii Pakhomov Viktor Voinov Sergei Analysis and regulation of the stress-strain state of structures with reliability E3S Web of Conferences |
author_facet |
Tryapitsin Yurii Pakhomov Viktor Voinov Sergei |
author_sort |
Tryapitsin Yurii |
title |
Analysis and regulation of the stress-strain state of structures with reliability |
title_short |
Analysis and regulation of the stress-strain state of structures with reliability |
title_full |
Analysis and regulation of the stress-strain state of structures with reliability |
title_fullStr |
Analysis and regulation of the stress-strain state of structures with reliability |
title_full_unstemmed |
Analysis and regulation of the stress-strain state of structures with reliability |
title_sort |
analysis and regulation of the stress-strain state of structures with reliability |
publisher |
EDP Sciences |
series |
E3S Web of Conferences |
issn |
2267-1242 |
publishDate |
2019-01-01 |
description |
It is offered an algorithm for analysis and regulation of the stress-strain state of building constructions and soils of the foundations of structures at designing, building and exploitation, at setting of the mode of exploitation for providing of the required level of reliability, when tensions in them differ from calculation values. Possible options for secured or unsecured reliability are considered. The algorithm consists in determining the necessary decrease in the design stresses or increase the bearing capacity of structure. Offered algorithm is an estimation of necessary displacement of density of distribution of current tension or density of distribution of bearing strength for the achievement of the required level of reliability of the constructions and soil of base of the structure. Further research will be devoted to the consideration of case with unsecured reliability, for which it is necessary to assess the necessary displacement of the distribution density of the existing stresses or the distribution density of the bearing capacity to achieve the required level of reliability of the building constructions and soil of base of the structure. |
url |
https://www.e3s-conferences.org/articles/e3sconf/pdf/2019/64/e3sconf_catpid18_01016.pdf |
work_keys_str_mv |
AT tryapitsinyurii analysisandregulationofthestressstrainstateofstructureswithreliability AT pakhomovviktor analysisandregulationofthestressstrainstateofstructureswithreliability AT voinovsergei analysisandregulationofthestressstrainstateofstructureswithreliability |
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1724303618785411072 |