Behaviour of Rectangular Reinforced Concrete Columns with Disproportionate Cross-Section Dimensions Subjected to Compression and Biaxial Bending - Case Study
References
- [1] B. Bresler, <em>Design criteria for reinforced concrete columns under axial load and biaxial bending</em>, Journal of the American Concrete Institute, vol. 32, no. 5, pp. 481-490, <bold>1960</bold>
- [2] F.N. Pannel, <em>Failure Surface for Members in Compression and Biaxial Bending</em>, Journal of the American Concrete Institute, vol. 60, no. 1, pp. 129-140, <bold>1963</bold><dgdoi:pub-id xmlns:dgdoi="http://degruyter.com/resources/doi-from-crossref" pub-id-type="doi"><a href="https://doi.org/10.14359/7846" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.14359/7846</a></dgdoi:pub-id>
- [3] L.N. Ramamurthy, <em>Investigation of the Ultimate Strength of Square and Rectangular Columns under Biaxially Eccentric Loads</em>, Symposium on Reinforced Concrete Columns, ACI Publication SP-13, Detroit, pp. 263-298, <bold>1966</bold>
- [4] R.W. Furlong, <em>Ultimate Strength of Square Columns under Biaxia11y Eccentric Loads</em>, Journal of the American Concrete Institute, vol. 32, no. 9, pp. 1129-1140, <bold>1961</bold>
- [5] D.C. Meek, <em>Ultimate Strength Design Charts for Columns with Biaxial Bending</em>, Journal of the American Concrete Institute, vol. 60, no. 8, pp. 1035-1064, <bold>1963</bold>
- [6] T. Postelnicu, M. Munteanu, <em>Beton armat - partea a II-a. Calculul elementelor de beton armat</em>, MatrixRom, <bold>2006</bold>
- [7] C. Chiorean, <em>Computerised interaction diagrams and moment capacity contours for composite steel-concrete cross-sections</em>, Engineering Structures, vol. 32, pp. 3734-3757, DOI: <a href="https://doi.org/10.1016/j.engstruct.2010.08.019" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1016/j.engstruct.2010.08.019</a>, <bold>2010</bold><dgdoi:pub-id xmlns:dgdoi="http://degruyter.com/resources/doi-from-crossref" pub-id-type="doi"><a href="https://doi.org/10.1016/j.engstruct.2010.08.019" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1016/j.engstruct.2010.08.019</a></dgdoi:pub-id>
- [8] A. Fafitis, <em>Interaction Surfaces of Reinforced-Concrete Sections in Biaxial Bending</em>, Journal of Structural Engineering, vol. 127, no. 7, pp. 840-846, DOI: <a href="https://doi.org/10.1061/(ASCE)0733-9445(2001)127:7(840)" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1061/(ASCE)0733-9445(2001)127:7(840)</a>, <bold>2001</bold><dgdoi:pub-id xmlns:dgdoi="http://degruyter.com/resources/doi-from-crossref" pub-id-type="doi"><a href="https://doi.org/10.1061/(ASCE)0733-9445(2001)127:7(840)" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1061/(ASCE)0733-9445(2001)127:7(840)</a></dgdoi:pub-id>
- [9] S.F. Chen, J.G. Teng, S.L. Chan, <em>Design of Biaxially Loaded Short Composite Columns of Arbitrary Section,</em> Journal of Structural Engineering, vol. 127, no. 6, pp. 678-685, DOI: <a href="https://doi.org/10.1061/(ASCE)0733-9445(2001)127:6(678)" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1061/(ASCE)0733-9445(2001)127:6(678)</a>, <bold>2001</bold><dgdoi:pub-id xmlns:dgdoi="http://degruyter.com/resources/doi-from-crossref" pub-id-type="doi"><a href="https://doi.org/10.1061/(ASCE)0733-9445(2001)127:6(678)" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1061/(ASCE)0733-9445(2001)127:6(678)</a></dgdoi:pub-id>
- [10] M.G. Sfakianakis, <em>Biaxial bending with axial force of reinforced, composite and repaired concrete sections of arbitrary shape by fiber model and computer graphics,</em> Advances in Engineering Software, vol. 33, no. 4, pp. 227-242, DOI: <a href="https://doi.org/10.1016/S0965-9978(02)00002-9" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1016/S0965-9978(02)00002-9</a>, <bold>2002</bold><dgdoi:pub-id xmlns:dgdoi="http://degruyter.com/resources/doi-from-crossref" pub-id-type="doi"><a href="https://doi.org/10.1016/S0965-9978(02)00002-9" target="_blank" rel="noopener noreferrer" class="text-signal-blue hover:underline">10.1016/S0965-9978(02)00002-9</a></dgdoi:pub-id>
- [11] ***, <em>Cod de proiectare seismică P100, Partea I – P100-1/2013. Prevederi de proiectare pentru clădiri</em>, <bold>2013</bold>
- [12] ***, <em>SR-EN 1991-1/2004/NA:2008 Eurocod 8: Proiectarea structurilor pentru rezistența la cutremur Partea 1: Reguli generale, acțiuni seismice și reguli pentru clădiri - Anexa Națională / Eurocode 8: Design of structures for earthquake resistance Part 1: General rules, seismic actions and rules for buildings,</em><bold><em>2008</em></bold>
- [13] ***, <em>Cod de proiectare. Bazele proiectării construcțiilor CR 0-2012,</em><bold><em>2012</em></bold>
- [14] ***, <em>SR EN 1992-1-1:2004/NB:2008 Eurocod 2: Proiectarea structurilor din beton. Partea 1-1: Reguli generale și reguli pentru clădiri. Anexă Națională / Eurocode 2: Design of concrete structures. Part 1-1: General rules and rules for buildings,</em><bold><em>2008</em></bold>
DOI: https://doi.org/10.2478/rjti-2020-0006 | Journal eISSN: 2286-2218
Language: English
Page range: 94 - 107
Published on: Dec 10, 2020
Published by: Sciendo
In partnership with: Paradigm Publishing Services
Publication frequency: 2 times per year
Related subjects:
© 2020 Savu Adrian-Alexandru, published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.