EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTS
Strength analysis of cross-sections, stiffness and cracks width calculations, P-delta analysis of strucural members are reviewed within Russian Codes. Primary calculation tool of the modern Code is non-linear "deformation model". It is noted a saturation of normative approach by the empiri...
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Peoples’ Friendship University of Russia (RUDN University)
2017-10-01
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Series: | Structural Mechanics of Engineering Constructions and Buildings |
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Online Access: | http://journals.rudn.ru/structural-mechanics/article/view/16917 |
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doaj-c488298a33564ad1b697ecf93e5e96ef2020-11-24T21:39:01ZengPeoples’ Friendship University of Russia (RUDN University)Structural Mechanics of Engineering Constructions and Buildings1815-52352587-87002017-10-0105435010.22363/1815-5235-2017-5-43-5015602EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTSD A SEMENOV0<p>Peter the Great St. Petersburg Polytechnic University</p>Strength analysis of cross-sections, stiffness and cracks width calculations, P-delta analysis of strucural members are reviewed within Russian Codes. Primary calculation tool of the modern Code is non-linear "deformation model". It is noted a saturation of normative approach by the empirical coefficients. Development of advanced models, decreasing a role of empirical component of reinforced concrete theory, is seemed to be one of the ways to Code improvement.http://journals.rudn.ru/structural-mechanics/article/view/16917review of codesanalysis of reinforced concrete structuresstrengthstiffnessstability |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
D A SEMENOV |
spellingShingle |
D A SEMENOV EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTS Structural Mechanics of Engineering Constructions and Buildings review of codes analysis of reinforced concrete structures strength stiffness stability |
author_facet |
D A SEMENOV |
author_sort |
D A SEMENOV |
title |
EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTS |
title_short |
EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTS |
title_full |
EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTS |
title_fullStr |
EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTS |
title_full_unstemmed |
EVOLUTION OF NORMATIVE APPROACH TO ANALYSIS OF REINFORCED CONCRETE STRUCTURAL ELEMENTS |
title_sort |
evolution of normative approach to analysis of reinforced concrete structural elements |
publisher |
Peoples’ Friendship University of Russia (RUDN University) |
series |
Structural Mechanics of Engineering Constructions and Buildings |
issn |
1815-5235 2587-8700 |
publishDate |
2017-10-01 |
description |
Strength analysis of cross-sections, stiffness and cracks width calculations, P-delta analysis of strucural members are reviewed within Russian Codes. Primary calculation tool of the modern Code is non-linear "deformation model". It is noted a saturation of normative approach by the empirical coefficients. Development of advanced models, decreasing a role of empirical component of reinforced concrete theory, is seemed to be one of the ways to Code improvement. |
topic |
review of codes analysis of reinforced concrete structures strength stiffness stability |
url |
http://journals.rudn.ru/structural-mechanics/article/view/16917 |
work_keys_str_mv |
AT dasemenov evolutionofnormativeapproachtoanalysisofreinforcedconcretestructuralelements |
_version_ |
1725933103558426624 |