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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Format: | Article |
Language: | English |
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Peter the Great St. Petersburg Polytechnic University
2013-02-01
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Series: | Инженерно-строительный журнал |
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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. |
first_indexed | 2024-12-13T08:22:53Z |
format | Article |
id | doaj.art-6dd39aa685c24c85b6c40330483e236c |
institution | Directory Open Access Journal |
issn | 2071-4726 2071-0305 |
language | English |
last_indexed | 2024-12-13T08:22:53Z |
publishDate | 2013-02-01 |
publisher | Peter the Great St. Petersburg Polytechnic University |
record_format | Article |
series | Инженерно-строительный журнал |
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 |