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Year 2016, Volume: 8 Issue: 4, 40 - 48, 29.12.2016
https://doi.org/10.24107/ijeas.281460

Abstract

References

  • [1] Prakash, S., Saran, S., Bearing capacity of eccentrically loaded footings. Journal of Soil Mechanics & Foundations Div, 1971.
  • [2] Gesund, H., Flexural limit design of column footings. Journal of Structural Engineering, 111(11), 2273-2287, 1985.
  • [3] Saran, S., Agarwal, R., Bearing capacity of eccentrically obliquely loaded footing. Journal of Geotechnical Engineering, 117(11), 1669-1690, 1991.
  • [4] Mahiyar, H., Patel, A., Analysis of angle shaped footing under eccentric loading. Journal of geotechnical and geoenvironmental engineering, 126(12), 1151-1156, 2000.
  • [5] Wieneke, K., Kueres, D., Siburg, C., Hegger, J., Investigations on the punching shear behaviour of eccentrically loaded footings. Structural Concrete, 2016.
  • [6] Gurfinkel, G., Analysis of footings subjected to biaxial bending. Journal of the Structural Division, 96(6), 1049-1059, 1970.
  • [7] Köseoğlu, S., Temeller: statiği ve konstruksiyonu1986; Matbaa Teknisyenleri Basımevi,1986.
  • [8] Csenki, A. Foundation Pressures Beneath Rectengular Footings.Proceedings of the Institution of Civil Engineers, 83, 465-473, 1987.
  • [9] Özmen, G., Determination of Base Stresses in Rectangular Footings under Biaxial Bending. Teknik Dergi, 22(110), 2011.
  • [9] Özmen, G., Determination of Base Stresses in Rectangular Footings under Biaxial Bending. Teknik Dergi, 22(110), 2011.
  • [10] Rodriguez-Gutierrez, J., Aristizabal-Ochoa, J.D., Rigid spread footings resting on soil subjected to axial load and biaxial bending. I: Simplified analytical method. International Journal of Geomechanics, 13(2), 109-119, 2012.
  • [11] Sarkar, B., Analysis of isolated footing subjected to axial load and high biaxial moments and numerical approach for its solution. The Indian Concrete Journal, 2014(6), 60-80, 2014.
  • [12] Guan, Z., Zhang, J., Li, J., A robust computational method for ultimate strength analysis of arbitrary reinforced concrete and composite sections subjected to axial force and biaxial bending. Advances in Structural Engineering, 17(1), 83-96, 2014.
  • [13] Smith-Pardo, J.P., Ortiz, A., Blandon, C.A., Biaxial capacity of rigid footings: Simple closed-form equations and experimental results. Engineering Structures, 69, 149-157, 2014.
  • [14] Code, T.E., Turkish code for buildings in seismic zones, in Turkish Seismic Code, The Ministry of Public Works and Settlement. 2007: Ankara, Turkey.

New Iterative method to Calculate Base Stress of Footings under Biaxial Bending

Year 2016, Volume: 8 Issue: 4, 40 - 48, 29.12.2016
https://doi.org/10.24107/ijeas.281460

Abstract

Base stresses of the footings should be calculated under biaxial bending
especially for structures in seismic zones. However, calculation of the base
stresses is not easy for the footings with large eccentricity due to the fact that
interaction of the stresses in both directions should be considered and
redistribution of stresses is required in zero stress zone.  In this study new iterative method is
presented to calculate the base stress of rectangular footings under biaxial
bending. A computer program is developed according to this method. A design
example (single footing having rectangular shape) is analyzed using the
developed program and computed base stresses are compared to previous results
in order to test accuracy of the method. The design example is also analyzed
using different eccentricities in order to reveal efficiency of the
redistribution under biaxial bending.

References

  • [1] Prakash, S., Saran, S., Bearing capacity of eccentrically loaded footings. Journal of Soil Mechanics & Foundations Div, 1971.
  • [2] Gesund, H., Flexural limit design of column footings. Journal of Structural Engineering, 111(11), 2273-2287, 1985.
  • [3] Saran, S., Agarwal, R., Bearing capacity of eccentrically obliquely loaded footing. Journal of Geotechnical Engineering, 117(11), 1669-1690, 1991.
  • [4] Mahiyar, H., Patel, A., Analysis of angle shaped footing under eccentric loading. Journal of geotechnical and geoenvironmental engineering, 126(12), 1151-1156, 2000.
  • [5] Wieneke, K., Kueres, D., Siburg, C., Hegger, J., Investigations on the punching shear behaviour of eccentrically loaded footings. Structural Concrete, 2016.
  • [6] Gurfinkel, G., Analysis of footings subjected to biaxial bending. Journal of the Structural Division, 96(6), 1049-1059, 1970.
  • [7] Köseoğlu, S., Temeller: statiği ve konstruksiyonu1986; Matbaa Teknisyenleri Basımevi,1986.
  • [8] Csenki, A. Foundation Pressures Beneath Rectengular Footings.Proceedings of the Institution of Civil Engineers, 83, 465-473, 1987.
  • [9] Özmen, G., Determination of Base Stresses in Rectangular Footings under Biaxial Bending. Teknik Dergi, 22(110), 2011.
  • [9] Özmen, G., Determination of Base Stresses in Rectangular Footings under Biaxial Bending. Teknik Dergi, 22(110), 2011.
  • [10] Rodriguez-Gutierrez, J., Aristizabal-Ochoa, J.D., Rigid spread footings resting on soil subjected to axial load and biaxial bending. I: Simplified analytical method. International Journal of Geomechanics, 13(2), 109-119, 2012.
  • [11] Sarkar, B., Analysis of isolated footing subjected to axial load and high biaxial moments and numerical approach for its solution. The Indian Concrete Journal, 2014(6), 60-80, 2014.
  • [12] Guan, Z., Zhang, J., Li, J., A robust computational method for ultimate strength analysis of arbitrary reinforced concrete and composite sections subjected to axial force and biaxial bending. Advances in Structural Engineering, 17(1), 83-96, 2014.
  • [13] Smith-Pardo, J.P., Ortiz, A., Blandon, C.A., Biaxial capacity of rigid footings: Simple closed-form equations and experimental results. Engineering Structures, 69, 149-157, 2014.
  • [14] Code, T.E., Turkish code for buildings in seismic zones, in Turkish Seismic Code, The Ministry of Public Works and Settlement. 2007: Ankara, Turkey.
There are 15 citations in total.

Details

Subjects Engineering
Journal Section Articles
Authors

İbrahim Aydoğdu

Publication Date December 29, 2016
Acceptance Date December 3, 2016
Published in Issue Year 2016 Volume: 8 Issue: 4

Cite

APA Aydoğdu, İ. (2016). New Iterative method to Calculate Base Stress of Footings under Biaxial Bending. International Journal of Engineering and Applied Sciences, 8(4), 40-48. https://doi.org/10.24107/ijeas.281460
AMA Aydoğdu İ. New Iterative method to Calculate Base Stress of Footings under Biaxial Bending. IJEAS. December 2016;8(4):40-48. doi:10.24107/ijeas.281460
Chicago Aydoğdu, İbrahim. “New Iterative Method to Calculate Base Stress of Footings under Biaxial Bending”. International Journal of Engineering and Applied Sciences 8, no. 4 (December 2016): 40-48. https://doi.org/10.24107/ijeas.281460.
EndNote Aydoğdu İ (December 1, 2016) New Iterative method to Calculate Base Stress of Footings under Biaxial Bending. International Journal of Engineering and Applied Sciences 8 4 40–48.
IEEE İ. Aydoğdu, “New Iterative method to Calculate Base Stress of Footings under Biaxial Bending”, IJEAS, vol. 8, no. 4, pp. 40–48, 2016, doi: 10.24107/ijeas.281460.
ISNAD Aydoğdu, İbrahim. “New Iterative Method to Calculate Base Stress of Footings under Biaxial Bending”. International Journal of Engineering and Applied Sciences 8/4 (December 2016), 40-48. https://doi.org/10.24107/ijeas.281460.
JAMA Aydoğdu İ. New Iterative method to Calculate Base Stress of Footings under Biaxial Bending. IJEAS. 2016;8:40–48.
MLA Aydoğdu, İbrahim. “New Iterative Method to Calculate Base Stress of Footings under Biaxial Bending”. International Journal of Engineering and Applied Sciences, vol. 8, no. 4, 2016, pp. 40-48, doi:10.24107/ijeas.281460.
Vancouver Aydoğdu İ. New Iterative method to Calculate Base Stress of Footings under Biaxial Bending. IJEAS. 2016;8(4):40-8.

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