Stability assessment of concrete structures on not bedrock foundation

Shift stability assessment of concrete structures is the main task in the design. In addition to the linearly sliding shift in the plane of the structure foot there is often a danger of loss of stability of the construction according to the rotational shift. To assess the stability of the constructi...

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Main Authors: V.N. Buhartsev, Vu Manh Huan
Format: Article
Language:English
Published: Peter the Great St. Petersburg Polytechnic University 2013-02-01
Series:Инженерно-строительный журнал
Subjects:
Online Access:http://engstroy.spb.ru/index_2013_01/buharcev.pdf
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author V.N. Buhartsev
Vu Manh Huan
author_facet V.N. Buhartsev
Vu Manh Huan
author_sort V.N. Buhartsev
collection DOAJ
description Shift stability assessment of concrete structures is the main task in the design. In addition to the linearly sliding shift in the plane of the structure foot there is often a danger of loss of stability of the construction according to the rotational shift. To assess the stability of the construction according to this scheme a design procedure was developed, using a limit equilibrium procedure. The proposed methodology is based on the exact analytical formula for the elements of the flat foot of structure of rectangular and triangular forms and subsequent synthesis of these solutions for the construction with foot of any form.For structures with an arbitrary foot shape the linear distribution of normal stresses on the plane of the foot is used. In the study we used the solution, based on nonlinear law of distribution of normal stresses used for structures with the rectangular foot.
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spelling doaj.art-6dd39aa685c24c85b6c40330483e236c2022-12-21T23:53:58ZengPeter the Great St. Petersburg Polytechnic UniversityИнженерно-строительный журнал2071-47262071-03052013-02-013615764Stability assessment of concrete structures on not bedrock foundationV.N. BuhartsevVu Manh HuanShift stability assessment of concrete structures is the main task in the design. In addition to the linearly sliding shift in the plane of the structure foot there is often a danger of loss of stability of the construction according to the rotational shift. To assess the stability of the construction according to this scheme a design procedure was developed, using a limit equilibrium procedure. The proposed methodology is based on the exact analytical formula for the elements of the flat foot of structure of rectangular and triangular forms and subsequent synthesis of these solutions for the construction with foot of any form.For structures with an arbitrary foot shape the linear distribution of normal stresses on the plane of the foot is used. In the study we used the solution, based on nonlinear law of distribution of normal stresses used for structures with the rectangular foot.http://engstroy.spb.ru/index_2013_01/buharcev.pdfstability of concrete structureslimit state designCoulomb criterionshift with rotationthe equilibrium conditionsthe distribution of normal stresses
spellingShingle V.N. Buhartsev
Vu Manh Huan
Stability assessment of concrete structures on not bedrock foundation
Инженерно-строительный журнал
stability of concrete structures
limit state design
Coulomb criterion
shift with rotation
the equilibrium conditions
the distribution of normal stresses
title Stability assessment of concrete structures on not bedrock foundation
title_full Stability assessment of concrete structures on not bedrock foundation
title_fullStr Stability assessment of concrete structures on not bedrock foundation
title_full_unstemmed Stability assessment of concrete structures on not bedrock foundation
title_short Stability assessment of concrete structures on not bedrock foundation
title_sort stability assessment of concrete structures on not bedrock foundation
topic stability of concrete structures
limit state design
Coulomb criterion
shift with rotation
the equilibrium conditions
the distribution of normal stresses
url http://engstroy.spb.ru/index_2013_01/buharcev.pdf
work_keys_str_mv AT vnbuhartsev stabilityassessmentofconcretestructuresonnotbedrockfoundation
AT vumanhhuan stabilityassessmentofconcretestructuresonnotbedrockfoundation