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...

Full description

Saved in:
Bibliographic Details
Published in:Stroitelʹnaâ mehanika inženernyh konstrukcij i sooruženij (Online) 2016-03 (2), p.63-67
Main Authors: O D Rubin, P V Shestopalov
Format: Article
Language:English
Subjects:
вертикальные сжимающие напряжения
глубина сжимаемой толщи
компрессионные испытания
конечно-элементное моделирование
напряженно- де- формированное состояние
нескальное основание
прочность
строящиеся бетонные сооружения
устойчивость
фрагмент основания
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by
cites
container_end_page 67
container_issue 2
container_start_page 63
container_title Stroitelʹnaâ mehanika inženernyh konstrukcij i sooruženij (Online)
container_volume
creator O D Rubin
P V Shestopalov
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
format article
fullrecord <record><control><sourceid>doaj</sourceid><recordid>TN_cdi_doaj_primary_oai_doaj_org_article_23c2a2e1e45447e5aab9257ce1863126</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><doaj_id>oai_doaj_org_article_23c2a2e1e45447e5aab9257ce1863126</doaj_id><sourcerecordid>oai_doaj_org_article_23c2a2e1e45447e5aab9257ce1863126</sourcerecordid><originalsourceid>FETCH-doaj_primary_oai_doaj_org_article_23c2a2e1e45447e5aab9257ce18631263</originalsourceid><addsrcrecordid>eNqtj8FKxDAQhoO4YNF9h2HvhSZtmnqs2akbtk2gTVn2VLI1SmWl0nrRp7erPoKXGfj-fz6YKxIwnokwE1F0TQKaUR5yFvMbsp7n4RQliUipECwgX3aHUGBu2xobMAVU-UKWoWReQqG0shhiiRVqC5XZYqn046V3uWuOjcUKNhoP5REeWlVakEbLGu0S2rqVv9oQtNFQG7mHwrR6u9iN3tyR1bM7z379t2-JKtDKXfg0utfufRre3PTZjW7ofsA4vXRu-hj6s-9Y3DPHPPUJX17x3LnTPeOi9zRLY8rS-D9d34u2XZ8</addsrcrecordid><sourcetype>Open Website</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"</title><source>EZB-FREE-00999 freely available EZB journals</source><creator>O D Rubin ; P V Shestopalov</creator><creatorcontrib>O D Rubin ; P V Shestopalov</creatorcontrib><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</description><identifier>ISSN: 1815-5235</identifier><identifier>EISSN: 2587-8700</identifier><language>eng</language><publisher>Peoples’ Friendship University of Russia (RUDN University)</publisher><subject>вертикальные сжимающие напряжения ; глубина сжимаемой толщи ; компрессионные испытания ; конечно-элементное моделирование ; напряженно- де- формированное состояние ; нескальное основание ; прочность ; строящиеся бетонные сооружения ; устойчивость ; фрагмент основания</subject><ispartof>Stroitelʹnaâ mehanika inženernyh konstrukcij i sooruženij (Online), 2016-03 (2), p.63-67</ispartof><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784</link.rule.ids></links><search><creatorcontrib>O D Rubin</creatorcontrib><creatorcontrib>P V Shestopalov</creatorcontrib><title>THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"</title><title>Stroitelʹnaâ mehanika inženernyh konstrukcij i sooruženij (Online)</title><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</description><subject>вертикальные сжимающие напряжения</subject><subject>глубина сжимаемой толщи</subject><subject>компрессионные испытания</subject><subject>конечно-элементное моделирование</subject><subject>напряженно- де- формированное состояние</subject><subject>нескальное основание</subject><subject>прочность</subject><subject>строящиеся бетонные сооружения</subject><subject>устойчивость</subject><subject>фрагмент основания</subject><issn>1815-5235</issn><issn>2587-8700</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2016</creationdate><recordtype>article</recordtype><sourceid>DOA</sourceid><recordid>eNqtj8FKxDAQhoO4YNF9h2HvhSZtmnqs2akbtk2gTVn2VLI1SmWl0nrRp7erPoKXGfj-fz6YKxIwnokwE1F0TQKaUR5yFvMbsp7n4RQliUipECwgX3aHUGBu2xobMAVU-UKWoWReQqG0shhiiRVqC5XZYqn046V3uWuOjcUKNhoP5REeWlVakEbLGu0S2rqVv9oQtNFQG7mHwrR6u9iN3tyR1bM7z379t2-JKtDKXfg0utfufRre3PTZjW7ofsA4vXRu-hj6s-9Y3DPHPPUJX17x3LnTPeOi9zRLY8rS-D9d34u2XZ8</recordid><startdate>20160301</startdate><enddate>20160301</enddate><creator>O D Rubin</creator><creator>P V Shestopalov</creator><general>Peoples’ Friendship University of Russia (RUDN University)</general><scope>DOA</scope></search><sort><creationdate>20160301</creationdate><title>THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"</title><author>O D Rubin ; P V Shestopalov</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-doaj_primary_oai_doaj_org_article_23c2a2e1e45447e5aab9257ce18631263</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2016</creationdate><topic>вертикальные сжимающие напряжения</topic><topic>глубина сжимаемой толщи</topic><topic>компрессионные испытания</topic><topic>конечно-элементное моделирование</topic><topic>напряженно- де- формированное состояние</topic><topic>нескальное основание</topic><topic>прочность</topic><topic>строящиеся бетонные сооружения</topic><topic>устойчивость</topic><topic>фрагмент основания</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>O D Rubin</creatorcontrib><creatorcontrib>P V Shestopalov</creatorcontrib><collection>DOAJ Directory of Open Access Journals</collection><jtitle>Stroitelʹnaâ mehanika inženernyh konstrukcij i sooruženij (Online)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>O D Rubin</au><au>P V Shestopalov</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"</atitle><jtitle>Stroitelʹnaâ mehanika inženernyh konstrukcij i sooruženij (Online)</jtitle><date>2016-03-01</date><risdate>2016</risdate><issue>2</issue><spage>63</spage><epage>67</epage><pages>63-67</pages><issn>1815-5235</issn><eissn>2587-8700</eissn><abstract>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</abstract><pub>Peoples’ Friendship University of Russia (RUDN University)</pub><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1815-5235
ispartof Stroitelʹnaâ mehanika inženernyh konstrukcij i sooruženij (Online), 2016-03 (2), p.63-67
issn 1815-5235
2587-8700
language eng
recordid cdi_doaj_primary_oai_doaj_org_article_23c2a2e1e45447e5aab9257ce1863126
source EZB-FREE-00999 freely available EZB journals
subjects вертикальные сжимающие напряжения
глубина сжимаемой толщи
компрессионные испытания
конечно-элементное моделирование
напряженно- де- формированное состояние
нескальное основание
прочность
строящиеся бетонные сооружения
устойчивость
фрагмент основания
title THE FEATURES OF MATHEMATICAL FINITE-ELEMENT MODELING OF THE SYSTEM "NEWLY BUILT CONCRETE STRUCTURES - NON ROCK FOUNDATION"
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-29T18%3A39%3A44IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-doaj&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=THE%20FEATURES%20OF%20MATHEMATICAL%20FINITE-ELEMENT%20MODELING%20OF%20THE%20SYSTEM%20%22NEWLY%20BUILT%20CONCRETE%20STRUCTURES%20-%20NON%20ROCK%20FOUNDATION%22&rft.jtitle=Stroitel%CA%B9na%C3%A2%20mehanika%20in%C5%BEenernyh%20konstrukcij%20i%20sooru%C5%BEenij%20(Online)&rft.au=O%20D%20Rubin&rft.date=2016-03-01&rft.issue=2&rft.spage=63&rft.epage=67&rft.pages=63-67&rft.issn=1815-5235&rft.eissn=2587-8700&rft_id=info:doi/&rft_dat=%3Cdoaj%3Eoai_doaj_org_article_23c2a2e1e45447e5aab9257ce1863126%3C/doaj%3E%3Cgrp_id%3Ecdi_FETCH-doaj_primary_oai_doaj_org_article_23c2a2e1e45447e5aab9257ce18631263%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true