THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNS

THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNS

The calculation of the strength of normal sections of eсcentrically loaded pipe-concrete elements should be used in the structures of high-rise buildings. Nonlinear deformation model of reinforced concrete for three-axis tensely - deformed conditions is accepted for the analytical description of joi...

Full description

Bibliographic Details
Main Authors: A L Krishan, A I Zaikin, A S Melnichuk
Format: Article
Language:English
Published: Peoples’ Friendship University of Russia (RUDN University) 2010-03-01
Series:Structural Mechanics of Engineering Constructions and Buildings
Subjects:
трубобетонные колонны
объемное сжатие
Online Access:http://journals.rudn.ru/structural-mechanics/article/view/11076
id doaj-26036f5e06c94b8180602b45b7271666
record_format Article
spelling doaj-26036f5e06c94b8180602b45b72716662020-11-24T23:02:01ZengPeoples’ Friendship University of Russia (RUDN University)Structural Mechanics of Engineering Constructions and Buildings1815-52352587-87002010-03-0101202511075THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNSA L Krishan0A I Zaikin1A S Melnichuk2Магнитогорский государственный технический университет, РоссияМагнитогорский государственный технический университет, РоссияМагнитогорский государственный технический университет, РоссияThe calculation of the strength of normal sections of eсcentrically loaded pipe-concrete elements should be used in the structures of high-rise buildings. Nonlinear deformation model of reinforced concrete for three-axis tensely - deformed conditions is accepted for the analytical description of joint work of concrete core and external steel holder.http://journals.rudn.ru/structural-mechanics/article/view/11076трубобетонные колонныобъемное сжатие
collection DOAJ
language English
format Article
sources DOAJ
author A L Krishan
A I Zaikin
A S Melnichuk
spellingShingle A L Krishan
A I Zaikin
A S Melnichuk
THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNS
Structural Mechanics of Engineering Constructions and Buildings
трубобетонные колонны
объемное сжатие
author_facet A L Krishan
A I Zaikin
A S Melnichuk
author_sort A L Krishan
title THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNS
title_short THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNS
title_full THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNS
title_fullStr THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNS
title_full_unstemmed THE CALCULATION OF THE STRENGTH OF CONCRETE-FILED STEEL TUBE COLUMNS
title_sort calculation of the strength of concrete-filed steel tube columns
publisher Peoples’ Friendship University of Russia (RUDN University)
series Structural Mechanics of Engineering Constructions and Buildings
issn 1815-5235
2587-8700
publishDate 2010-03-01
description The calculation of the strength of normal sections of eсcentrically loaded pipe-concrete elements should be used in the structures of high-rise buildings. Nonlinear deformation model of reinforced concrete for three-axis tensely - deformed conditions is accepted for the analytical description of joint work of concrete core and external steel holder.
topic трубобетонные колонны
объемное сжатие
url http://journals.rudn.ru/structural-mechanics/article/view/11076
work_keys_str_mv AT alkrishan thecalculationofthestrengthofconcretefiledsteeltubecolumns
AT aizaikin thecalculationofthestrengthofconcretefiledsteeltubecolumns
AT asmelnichuk thecalculationofthestrengthofconcretefiledsteeltubecolumns
AT alkrishan calculationofthestrengthofconcretefiledsteeltubecolumns
AT aizaikin calculationofthestrengthofconcretefiledsteeltubecolumns
AT asmelnichuk calculationofthestrengthofconcretefiledsteeltubecolumns
_version_ 1725637760679673856

Similar Items