Stochastic model of the construction process implemented with application of sliding formwork
The paper covers issues connected to the determination of most preferred values for the parameters of construction processes implemented with application of sliding formwork and defined by the factors of stochastic nature. On the basis of the review of different literature sources connected to the m...
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Peter the Great St. Petersburg Polytechnic University
2021
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ftdoajarticles:oai:doaj.org/article:652caab288e140f08eef6c947fe33d5d 2023-05-15T15:07:02+02:00 Stochastic model of the construction process implemented with application of sliding formwork Margarita Matskina Anton Radaev Marina Petrochenko 2021-02-01T00:00:00Z https://doi.org/10.34910/MCE.101.11 https://doaj.org/article/652caab288e140f08eef6c947fe33d5d EN eng Peter the Great St. Petersburg Polytechnic University https://engstroy.spbstu.ru/en/article/2021.101.11/ https://doaj.org/toc/2712-8172 doi:10.34910/MCE.101.11 2712-8172 https://doaj.org/article/652caab288e140f08eef6c947fe33d5d Magazine of Civil Engineering, Vol 101, Iss 1, Pp 10111-10111 (2021) construction sliding formwork concrete layer comcrete maturing concrete pouring stochastic model Engineering (General). Civil engineering (General) TA1-2040 article 2021 ftdoajarticles https://doi.org/10.34910/MCE.101.11 2022-12-31T09:31:30Z The paper covers issues connected to the determination of most preferred values for the parameters of construction processes implemented with application of sliding formwork and defined by the factors of stochastic nature. On the basis of the review of different literature sources connected to the modeling of mentioned above processes it has been concluded that existing scientific developments provide relatively low adequacy of the results due to the simplified mathematical models that don’t take into account stochastic factors. That circumstance has determined the necessity for creation of stochastic model for the construction process implemented with sliding formwork. The initial data for the model include baseline duration of the wall construction process, wall height, concrete layer thickness, characteristics of stochastic values of the concrete layer’s pouring and maturing duration (mathematical expectation and mean-square deviation), etc.; parameters to be determined are the sliding formwork’s panel height and movement base (average) speed. The created model has been implemented on the practical example – wall construction process as the element of the project “Arctic NLG 2”. On the basis of the received results the conclusion has been made about high practical significance of the developed tool. Article in Journal/Newspaper Arctic Directory of Open Access Journals: DOAJ Articles Arctic |
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Open Polar |
collection |
Directory of Open Access Journals: DOAJ Articles |
op_collection_id |
ftdoajarticles |
language |
English |
topic |
construction sliding formwork concrete layer comcrete maturing concrete pouring stochastic model Engineering (General). Civil engineering (General) TA1-2040 |
spellingShingle |
construction sliding formwork concrete layer comcrete maturing concrete pouring stochastic model Engineering (General). Civil engineering (General) TA1-2040 Margarita Matskina Anton Radaev Marina Petrochenko Stochastic model of the construction process implemented with application of sliding formwork |
topic_facet |
construction sliding formwork concrete layer comcrete maturing concrete pouring stochastic model Engineering (General). Civil engineering (General) TA1-2040 |
description |
The paper covers issues connected to the determination of most preferred values for the parameters of construction processes implemented with application of sliding formwork and defined by the factors of stochastic nature. On the basis of the review of different literature sources connected to the modeling of mentioned above processes it has been concluded that existing scientific developments provide relatively low adequacy of the results due to the simplified mathematical models that don’t take into account stochastic factors. That circumstance has determined the necessity for creation of stochastic model for the construction process implemented with sliding formwork. The initial data for the model include baseline duration of the wall construction process, wall height, concrete layer thickness, characteristics of stochastic values of the concrete layer’s pouring and maturing duration (mathematical expectation and mean-square deviation), etc.; parameters to be determined are the sliding formwork’s panel height and movement base (average) speed. The created model has been implemented on the practical example – wall construction process as the element of the project “Arctic NLG 2”. On the basis of the received results the conclusion has been made about high practical significance of the developed tool. |
format |
Article in Journal/Newspaper |
author |
Margarita Matskina Anton Radaev Marina Petrochenko |
author_facet |
Margarita Matskina Anton Radaev Marina Petrochenko |
author_sort |
Margarita Matskina |
title |
Stochastic model of the construction process implemented with application of sliding formwork |
title_short |
Stochastic model of the construction process implemented with application of sliding formwork |
title_full |
Stochastic model of the construction process implemented with application of sliding formwork |
title_fullStr |
Stochastic model of the construction process implemented with application of sliding formwork |
title_full_unstemmed |
Stochastic model of the construction process implemented with application of sliding formwork |
title_sort |
stochastic model of the construction process implemented with application of sliding formwork |
publisher |
Peter the Great St. Petersburg Polytechnic University |
publishDate |
2021 |
url |
https://doi.org/10.34910/MCE.101.11 https://doaj.org/article/652caab288e140f08eef6c947fe33d5d |
geographic |
Arctic |
geographic_facet |
Arctic |
genre |
Arctic |
genre_facet |
Arctic |
op_source |
Magazine of Civil Engineering, Vol 101, Iss 1, Pp 10111-10111 (2021) |
op_relation |
https://engstroy.spbstu.ru/en/article/2021.101.11/ https://doaj.org/toc/2712-8172 doi:10.34910/MCE.101.11 2712-8172 https://doaj.org/article/652caab288e140f08eef6c947fe33d5d |
op_doi |
https://doi.org/10.34910/MCE.101.11 |
_version_ |
1766338600388001792 |