Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case Study
The purpose of the current paper is to raise awareness on the behaviour of rectangular reinforced concrete columns with disproportionate cross-section dimensions subjected to compression and biaxial bending, considering the fact that in the current structural design process, the design of columns is...
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Format: | Article |
Language: | English |
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Sciendo
2020-07-01
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Series: | Romanian Journal of Transport Infrastructure |
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Online Access: | https://doi.org/10.2478/rjti-2020-0006 |
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author | Adrian-Alexandru Savu |
author_facet | Adrian-Alexandru Savu |
author_sort | Adrian-Alexandru Savu |
collection | DOAJ |
description | The purpose of the current paper is to raise awareness on the behaviour of rectangular reinforced concrete columns with disproportionate cross-section dimensions subjected to compression and biaxial bending, considering the fact that in the current structural design process, the design of columns is usually done with respect to each of the two principal directions without considering their combined effect. |
first_indexed | 2024-12-22T03:12:25Z |
format | Article |
id | doaj.art-9b474caa77a84c92a77f17d5de08fbe3 |
institution | Directory Open Access Journal |
issn | 2286-2218 |
language | English |
last_indexed | 2024-12-22T03:12:25Z |
publishDate | 2020-07-01 |
publisher | Sciendo |
record_format | Article |
series | Romanian Journal of Transport Infrastructure |
spelling | doaj.art-9b474caa77a84c92a77f17d5de08fbe32022-12-21T18:40:53ZengSciendoRomanian Journal of Transport Infrastructure2286-22182020-07-01919410710.2478/rjti-2020-0006rjti-2020-0006Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case StudyAdrian-Alexandru Savu0Assistant Lecturer, PhD, Technical University of Civil Engineering Bucharest, RomaniaThe purpose of the current paper is to raise awareness on the behaviour of rectangular reinforced concrete columns with disproportionate cross-section dimensions subjected to compression and biaxial bending, considering the fact that in the current structural design process, the design of columns is usually done with respect to each of the two principal directions without considering their combined effect.https://doi.org/10.2478/rjti-2020-0006reinforced concrete structuresdisproportionate sectionscompressionbiaxial bending |
spellingShingle | Adrian-Alexandru Savu Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case Study Romanian Journal of Transport Infrastructure reinforced concrete structures disproportionate sections compression biaxial bending |
title | Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case Study |
title_full | Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case Study |
title_fullStr | Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case Study |
title_full_unstemmed | Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case Study |
title_short | Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case Study |
title_sort | behaviour of rectangular reinforced concrete columns with disproportionate cross section dimensions subjected to compression and biaxial bending case study |
topic | reinforced concrete structures disproportionate sections compression biaxial bending |
url | https://doi.org/10.2478/rjti-2020-0006 |
work_keys_str_mv | AT adrianalexandrusavu behaviourofrectangularreinforcedconcretecolumnswithdisproportionatecrosssectiondimensionssubjectedtocompressionandbiaxialbendingcasestudy |