Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case Study
| Autor: | Savu Adrian-Alexandru |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2020 |
| Předmět: |
Materials science
TA1001-1280 business.industry biaxial bending 0211 other engineering and technologies 020101 civil engineering 02 engineering and technology General Medicine Structural engineering Bending Reinforced concrete Compression (physics) reinforced concrete structures compression 0201 civil engineering Transportation engineering Cross section (physics) disproportionate sections 021105 building & construction Business management business |
| Zdroj: | Romanian Journal of Transport Infrastructure, Vol 9, Iss 1, Pp 94-107 (2020) |
| ISSN: | 2286-2218 |
| Popis: | 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. The paper is based on a case study regarding a building that is currently in the design phase, in which to obtain a correct seismic behaviour, rectangular columns with disproportionate cross-section dimensions were used. The design of both the building and the columns follows the Romanian seismic design codes (“P100-1/2013 - Seismic design code - Part 1 - Design provisions for buildings” and “SR-EN 1998/2004 - Design of structures for earthquake resistance”). Results were compared and conclusions were drawn based on the interaction curves and interaction surfaces computed with expressions from specialized literature and sectional analysis software. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|