THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
An improved method of numerical finite-element modeling of concrete structures built on nonrock foundations is provided. The dimensions of the modeled fragment reason to the depth limit of the compressible foundations strata. The increase in deformation modulus of the foun- dations strata with an in...
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| Format: | Article |
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Peoples’ Friendship University of Russia (RUDN University)
2016-03-01
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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/11185 |
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doaj-23c2a2e1e45447e5aab9257ce18631262020-11-24T21:10:35ZengPeoples’ Friendship University of Russia (RUDN University)Structural Mechanics of Engineering Constructions and Buildings1815-52352587-87002016-03-0102636711184THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"O D Rubin0P V Shestopalov1АО «Научно-исследовательский институт энергетических сооружений»АО «ИГХолдинг Рус»An improved method of numerical finite-element modeling of concrete structures built on nonrock foundations is provided. The dimensions of the modeled fragment reason to the depth limit of the compressible foundations strata. The increase in deformation modulus of the foun- dations strata with an increase in the depth of the soil layers is taken into accounthttp://journals.rudn.ru/structural-mechanics/article/view/11185строящиеся бетонные сооружениянескальное основаниеконечно-элементное моделированиефрагмент основанияглубина сжимаемой толщивертикальные сжимающие напряжениякомпрессионные испытаниянапряженно- де- формированное состояниеустойчивостьпрочность |
| collection |
DOAJ |
| language |
English |
| format |
Article |
| sources |
DOAJ |
| author |
O D Rubin P V Shestopalov |
| spellingShingle |
O D Rubin P V Shestopalov THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION" Structural Mechanics of Engineering Constructions and Buildings строящиеся бетонные сооружения нескальное основание конечно-элементное моделирование фрагмент основания глубина сжимаемой толщи вертикальные сжимающие напряжения компрессионные испытания напряженно- де- формированное состояние устойчивость прочность |
| author_facet |
O D Rubin P V Shestopalov |
| author_sort |
O D Rubin |
| title |
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION" |
| title_short |
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION" |
| title_full |
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION" |
| title_fullStr |
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION" |
| title_full_unstemmed |
THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION" |
| title_sort |
features of mathematical finite-element modeling of the system "newly built concrete structures - non rock foundation" |
| publisher |
Peoples’ Friendship University of Russia (RUDN University) |
| series |
Structural Mechanics of Engineering Constructions and Buildings |
| issn |
1815-5235 2587-8700 |
| publishDate |
2016-03-01 |
| description |
An improved method of numerical finite-element modeling of concrete structures built on nonrock foundations is provided. The dimensions of the modeled fragment reason to the depth limit of the compressible foundations strata. The increase in deformation modulus of the foun- dations strata with an increase in the depth of the soil layers is taken into account |
| topic |
строящиеся бетонные сооружения нескальное основание конечно-элементное моделирование фрагмент основания глубина сжимаемой толщи вертикальные сжимающие напряжения компрессионные испытания напряженно- де- формированное состояние устойчивость прочность |
| url |
http://journals.rudn.ru/structural-mechanics/article/view/11185 |
| work_keys_str_mv |
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