Capacity analysis of steel scaffolding decks
The methods for numerical modelling and static computer analysis of steel decks fixed on scaffoldings are presented in this study. The main problem raised in the study is the presentation of the method of creating models of a single deck and determination of the suitability of every model for variou...
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Format: | Article |
Language: | English |
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Lublin University of Technology
2014-06-01
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Series: | Budownictwo i Architektura |
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Online Access: | https://ph.pollub.pl/index.php/bia/article/view/1915 |
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author | Aleksander Robak |
author_facet | Aleksander Robak |
author_sort | Aleksander Robak |
collection | DOAJ |
description | The methods for numerical modelling and static computer analysis of steel decks fixed on scaffoldings are presented in this study. The main problem raised in the study is the presentation of the method of creating models of a single deck and determination of the suitability of every model for various project situations. Additionally, the comparison of the results obtained from a linear analysis and analysis with material nonlinearity is conducted. |
first_indexed | 2024-03-07T18:03:12Z |
format | Article |
id | doaj.art-06689495487441209b3bad55f9e7eeb9 |
institution | Directory Open Access Journal |
issn | 1899-0665 2544-3275 |
language | English |
last_indexed | 2024-03-07T18:03:12Z |
publishDate | 2014-06-01 |
publisher | Lublin University of Technology |
record_format | Article |
series | Budownictwo i Architektura |
spelling | doaj.art-06689495487441209b3bad55f9e7eeb92024-03-02T10:18:54ZengLublin University of TechnologyBudownictwo i Architektura1899-06652544-32752014-06-0113210.35784/bud-arch.1915Capacity analysis of steel scaffolding decksAleksander Robak0Department of Structural Mechanics, Faculty of Civil Engineering and Architecture, Lublin University of TechnologyThe methods for numerical modelling and static computer analysis of steel decks fixed on scaffoldings are presented in this study. The main problem raised in the study is the presentation of the method of creating models of a single deck and determination of the suitability of every model for various project situations. Additionally, the comparison of the results obtained from a linear analysis and analysis with material nonlinearity is conducted.https://ph.pollub.pl/index.php/bia/article/view/1915scaffoldingnumerical modelsstatic calculationsFEM method |
spellingShingle | Aleksander Robak Capacity analysis of steel scaffolding decks Budownictwo i Architektura scaffolding numerical models static calculations FEM method |
title | Capacity analysis of steel scaffolding decks |
title_full | Capacity analysis of steel scaffolding decks |
title_fullStr | Capacity analysis of steel scaffolding decks |
title_full_unstemmed | Capacity analysis of steel scaffolding decks |
title_short | Capacity analysis of steel scaffolding decks |
title_sort | capacity analysis of steel scaffolding decks |
topic | scaffolding numerical models static calculations FEM method |
url | https://ph.pollub.pl/index.php/bia/article/view/1915 |
work_keys_str_mv | AT aleksanderrobak capacityanalysisofsteelscaffoldingdecks |