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 usually done with respect to each of the two principal directions without considering their combined effect.
- Record URL:
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Supplemental Notes:
- © 2020 Savu Adrian-Alexandru.
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Authors:
- Adrian-Alexandru, Savu
- Publication Date: 2020-7
Language
- English
Media Info
- Media Type: Digital/other
- Features: Figures; References; Tables;
- Pagination: pp 94-107
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Serial:
- Romanian Journal of Transport Infrastructure
- Volume: 9
- Issue Number: 1
- Publisher: De Gruyter
- EISSN: 2286-2218
- Serial URL: https://sciendo.com/journal/RJTI
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Publication flags:
Open Access (libre)
Subject/Index Terms
- TRT Terms: Bending; Biaxial stress; Columns; Compression; Cross sections; Reinforced concrete
- Subject Areas: Bridges and other structures; Highways; Materials;
Filing Info
- Accession Number: 01833013
- Record Type: Publication
- Files: TRIS
- Created Date: Jan 20 2022 12:15PM