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Shafaei, Jalil, Eskandari, Rasoul. (1401). Direct Design Method for RC Columns and Uniformly Reinforced Shear Walls based on Canadian Standards. نشریه مهندسی عمران امیرکبیر, 6(2), 159-174. doi: 10.22060/ajce.2022.19601.5742
Jalil Shafaei; Rasoul Eskandari. "Direct Design Method for RC Columns and Uniformly Reinforced Shear Walls based on Canadian Standards". نشریه مهندسی عمران امیرکبیر, 6, 2, 1401, 159-174. doi: 10.22060/ajce.2022.19601.5742
Shafaei, Jalil, Eskandari, Rasoul. (1401). 'Direct Design Method for RC Columns and Uniformly Reinforced Shear Walls based on Canadian Standards', نشریه مهندسی عمران امیرکبیر, 6(2), pp. 159-174. doi: 10.22060/ajce.2022.19601.5742
Shafaei, Jalil, Eskandari, Rasoul. Direct Design Method for RC Columns and Uniformly Reinforced Shear Walls based on Canadian Standards. نشریه مهندسی عمران امیرکبیر, 1401; 6(2): 159-174. doi: 10.22060/ajce.2022.19601.5742

Direct Design Method for RC Columns and Uniformly Reinforced Shear Walls based on Canadian Standards

AUT Journal of Civil Engineering
دوره 6، شماره 2، شهریور 2022، صفحه 159-174    اصل مقاله (1.2 M)
نوع مقاله: Research Article
شناسه دیجیتال (DOI): 10.22060/ajce.2022.19601.5742
نویسندگان
Jalil Shafaei* 1؛ Rasoul Eskandari2
1Department of Civil Engineering, Shahrood University of Technology, Shahrood, Iran.
2Civil, Environmental and Land Management Engineering Department, Politecnico di Milano, Milan, Italy.
چکیده
With a different attitude to conventional approaches and using curve and surface fitting, this paper proposes a straightforward Direct Design method for the design of eccentrically loaded RC columns and Uniformly Reinforced Shear Walls (URSWs) by which the longitudinal reinforcement ratio can be determined using the proposed equations and table. This method, which is proposed based on Canadian Standards Association (CSA 23.3-14) guidelines, is compatible with any applied axial load, moment, and cross-sectional dimensions which can decrease the graphical trial and error and be used in computer calculation and programming of RC structure. Several assessments on the effect of design parameters on the presentation manner of the proposed method have been carried out, and the validity and accuracy of the proposed method were investigated by comparison with conventional procedures. Averagely, there is a 3.48% difference between the required percentage of longitudinal reinforcement derived by the proposed method and design interaction diagrams. Also, the accuracy of all of the fitting processes carried out in this paper varies from 93.16% to 99% concerning the actual data points. It can be concluded that this method is suitable for a fast design of RC columns and URSWs with satisfying accuracy and validity.
کلیدواژه‌ها
Reinforced concrete structures؛ RC columns؛ P-M interaction diagrams؛ Curve fitting؛ Direct design method
مراجع
  1. K. Wight, J.G. Macgregor, Reinforced Concrete Mechanics and Design, 2012, in, Pearson Education, Inc., Upper Saddle River, New Jersey.
  2. Canadian Standards Association Group, 2014. Design of concrete structures (CSA A23.3-14). Mississauga, Ontario, Canada L4W 5N6, 61-75.
  3. Bresler, Design criteria for reinforced columns under axial load and biaxial bending, in: Acids J. Proc., 1960, 481-490.
  4. S. Whitney, Plastic theory of reinforced concrete design, Transactions of the American Society of Civil Engineers, 107(1) (1942) 251-282.
  5. -T.T. Hsu, Analysis and design of square and rectangular columns by equation of failure surface, Structural Journal, 85(2) (1988) 167-179.
  6. F. Fleming, S.D. Werner, Design of columns subjected to biaxial bending, in, 1965, pp. 327-342.
  7. Brondum-Nielson, Ultimate Flexural Capacity of Partially or Fully Prestressed Cracked Arbitrary Concrete Sections under Axial Load Combined with biaxial bending, Concrete International, 5(1) (1983) 75-78.
  8. Y.R. Yen, Quasi-Newton method for reinforced-concrete column analysis and design, Journal of Structural Engineering, 117(3) (1991) 657-666.
  9. L. Bonet, P.F. Miguel, M.A. Fernandez, M.L. Romero, Analytical approach to failure surfaces in reinforced concrete sections subjected to axial loads and biaxial bending, Journal of Structural Engineering, 130(12) (2004) 2006-2015.
  10. Paultre, F. Légeron, Confinement reinforcement design for reinforced concrete columns, Journal of structural engineering, 134(5) (2008) 738-749.
  11. Barzegar, T. Erasito, Concrete sections under biaxial bending: Interactive analysis with spreadsheets, Concrete International, 17(12) (1995) 28-33.
  12. A. Zielinski, W. Long, M.S. Troitsky, Designing reinforced concrete short-tied columns using the optimization technique, Structural Journal, 92(5) (1995) 619-626.
  13. Cedolin, G. Cusatis, S. Eccheli, M. Roveda, Biaxial bending of concrete columns: an analytical solution, Studies and researches, 26 (2006).
  14. Mahamid, M. Houshiar, Direct Design method and design diagrams for reinforced concrete columns and shear walls, Journal of Building Engineering, 18 (2018) 66-75.
  15. M. Afefy, S.F. Taher, S.E. El-Metwally, A new design procedure for braced reinforced high strength concrete columns under uniaxial and biaxial compression, Arabian Journal for Science and Engineering, KFUPM, KSA, 34 (2009) 349-377.
  16. M. Afefy, E.-T.M. El-Tony, Simplified design procedure for reinforced concrete columns based on equivalent column concept, International Journal of Concrete Structures and Materials, 10(3) (2016) 393-406.
  17. H. Chu, A. Pabarcius, Biaxially loaded reinforced concrete columns. J. Struct. Div. ASCE, 84(ST8) (1958), 1-27.
  18. -T. Hsu, M.S. Mirza, Structural concrete-biaxial bending and compression, Journal of the Structural Division, 99(2) (1973) 285-290.
  19. Rodrigues, H. Varum, A. Arêde, A.G. Costa, Behaviour of reinforced concrete column under biaxial cyclic loading—state of the art, International Journal of Advanced Structural Engineering, 5(1) (2013) 1-12.
  20. D. Lequesne, J.A. Pincheira, Proposed revisions to the strength-reduction factor for axially loaded members, in, American Concrete Institute, 2014.
  21. Wang, H.P. Hong, Appraisal of reciprocal load method for reinforced concrete columns of normal and high strength concrete, Journal of Structural Engineering, 128(11) (2002) 1480-1486.
  22. Marin, Design aids for L-shaped reinforced concrete columns, in, 1979, pp. 1197-1216.
  23. -T.T. Wsu, Biaxially loaded L-shaped reinforced concrete columns, Journal of structural engineering, 111(12) (1985) 2576-2595.
  24. -T.T. Hsu, T-shaped reinforced concrete members under biaxial bending and axial compression, Structural Journal, 86(4) (1989) 460-468.
  25. I. Dinsmore, Column analysis with a programmable calculator, Concrete International, 4(11) (1982) 32-36.
  26. A. Rodriguez, J.D. Aristizabal-Ochoa, Biaxial interaction diagrams for short RC columns of any cross-section, Journal of Structural Engineering, 125(6) (1999) 672-683.
  27. Canadian Standards Association Group, 2014. Design of concrete structures (CSA A23.3-14). Mississauga, Ontario, Canada L4W 5N6, 18-20.
  28. MATLAB and Statistics Toolbox Release 2018b. MathWorks, Inc., Natick, Massachusetts, U.S.
  29. H. Nilson, G. Winter, Design of Concrete Structures, Tenth Ed., in, McGraw-Hill, Inc., New York, 1987.
  30. Molugaram, G.S. Rao, A. Shah, N. Davergave, Statistical techniques for transportation engineering, Butterworth-Heinemann, 2017.
  31. McClarren, Computational nuclear engineering and radiological science using python, Academic Press, 2017.
  32. Elsener, O. Klinghoffer, T. Frolund, E. Rislund, Y. Schiegg, H. Böhni, Assessment of reinforcement corrosion by means of galvanostatic pulse technique, in, 1997, pp. 391-400.
  33. B. Polder, M.R. De Rooij, Durability of marine concrete structures: field investigations and modeling, Heron, 50 (3), (2005).
  34. Heiyantuduwa, M.G. Alexander, Studies on prediction models for concrete durability, in: Concrete Repair, Rehabilitation and Retrofitting II, CRC Press, 2008, pp. 165-166.
  35. Li, Z. Peng, J. Teng, Y. Wang, Experimental study of damage evolution in circular stirrup-confined concrete, Materials, 9(4) (2016) 278.
  36. Hasan, A. Kabir, Early age tests to predict 28 days compressive strength of concrete, Caspian Journal of Applied Sciences Research, 2 (2013) 234-241.
  37. U. Pillai, D.W. Kirk, Reinforced Concrete Design, in, McGraw-Hill Inc., Ryerson, New York, 1988.
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