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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Main Author: Adrian-Alexandru Savu
Format: Article
Language:English
Published: Sciendo 2020-07-01
Series:Romanian Journal of Transport Infrastructure
Subjects:
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.
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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