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Mathematical Problems in Engineering
Volume 2017, Article ID 4020563, 14 pages
https://doi.org/10.1155/2017/4020563
Research Article

Experimental and Analytical Study of Slender Reinforced Concrete Shear Wall under Cyclic In-Plane Lateral Load

Escuela Politécnica Nacional, Facultad de Ingeniería Civil y Ambiental, Centro de Investigación de la Vivienda (CIV-EPN), Quito, Ecuador

Correspondence should be addressed to Diego Sosa; ce.ude.npe@casos.ogeid

Received 3 March 2017; Accepted 15 August 2017; Published 24 September 2017

Academic Editor: Michael W. S. Lau

Copyright © 2017 Diego Sosa et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Linked References

  1. Y. J. Park, A. M. Reinhorn, and S. K. Kunnath, IDARC, Inelastic Damage Analysis of Reinforced Concrete Frame-Shear-Wall Structures, National Center for Earthquake Engineering Research, 1987.
  2. J. W. Wallace and J. P. Moehle, “Ductility and detailing requirements of bearing wall buildings,” Journal of Structural Engineering, vol. 118, no. 6, pp. 1625–1644, 1992. View at Publisher · View at Google Scholar · View at Scopus
  3. N. Ile and J. M. Reynouard, “Nonlinear analysis of reinforced concrete shear wall under earthquake loading,” Journal of Earthquake Engineering, vol. 4, no. 2, pp. 183–213, 2000. View at Google Scholar · View at Scopus
  4. P. A. Hidalgo, C. A. Ledezma, and R. M. Jordan, “Seismic behavior of squat reinforced concrete shear walls,” Earthquake Spectra, vol. 18, no. 2, pp. 287–308, 2002. View at Publisher · View at Google Scholar · View at Scopus
  5. J. H. Thomsen IV and J. W. Wallace, “Displacement-based design of slender reinforced concrete structural walls - Experimental verification,” Journal of Structural Engineering, vol. 130, no. 4, pp. 618–630, 2004. View at Publisher · View at Google Scholar · View at Scopus
  6. R. K. L. Su and S. M. Wong, “Seismic behaviour of slender reinforced concrete shear walls under high axial load ratio,” Engineering Structures, vol. 29, no. 8, pp. 1957–1965, 2007. View at Publisher · View at Google Scholar · View at Scopus
  7. J. S. Kuang and Y. B. Ho, “Seismic behavior and ductility of squat reinforced concrete shear walls with nonseismic detailing,” ACI Structural Journal, vol. 105, no. 2, pp. 225–231, 2008. View at Google Scholar · View at Scopus
  8. M. Menegotto and P. E. Pinto, “Method of analysis for cyclically loaded R.C. plane frames including changes in geometry and non-elastic behaviour of elements under combined normal force and bending,” in Proceedings of the Symposium on the Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, International Association for Bridge and Structural Engineering, pp. 15–22, Zurich, Switzerland, 1973.
  9. L. L. Dodd and J. I. Restrepo-Posada, “Model for predicting cyclic behavior of reinforcing steel,” Journal of Structural Engineering (United States), vol. 121, no. 3, pp. 433–445, 1995. View at Publisher · View at Google Scholar · View at Scopus
  10. J. B. Mander, M. J. N. Priestley, and R. Park, “Theoretical stress-strain model for confined concrete,” Journal of Structural Engineering, vol. 114, no. 8, pp. 1804–1826, 1988. View at Publisher · View at Google Scholar · View at Scopus
  11. SeismoSoft. (January 26, 2017). SeismoStruct—A Computer Program for Static and Dynamic nonlinear analysis of framed structures. http://www.seismosoft.com.
  12. ACI 318S-14, Requisitos de reglamento para el Concreto Estructural y Comentario, American Concrete Institute.
  13. FEMA 306, Evaluation of Earthquake Damaged Concrete and Masonry Wall Buildings.
  14. B. S. Smith and A. Girgis, “Simple analogous frames for shear wall analysis,” Journal of Structural Engineering (United States), vol. 110, no. 11, pp. 2655–2666, 1984. View at Publisher · View at Google Scholar · View at Scopus
  15. F. F. Taucer, E. Spacone, and F. C. Filippou, A fiber Bem-Column Element for Seismic Response Analysis of Reinforced Concrete Structures, Earthquake Engineering Research Center, Berkeley, Calif, USA, 1991.
  16. A. Neuenhofer and F. C. Filippou, “Plastic hinge integration method for force-element models,” Journal of Structural Engineering, vol. 7, no. 123, pp. 958–966, 1997. View at Google Scholar
  17. K. J. Elwood, “Modelling failures in existing reinforced concrete columns,” Canadian Journal of Civil Engineering, vol. 31, no. 5, pp. 846–859, 2004. View at Publisher · View at Google Scholar · View at Scopus
  18. J. E. Martinez-Rueda and A. S. Elnashai, “Confined concrete model under cyclic load,” Materials and Structures/Materiaux et Constructions, vol. 30, no. 197, pp. 139–147, 1997. View at Google Scholar · View at Scopus
  19. M. Bruneau, C. M. Uang, and S. R. Sabelli, Ductile design of steel structures, McGraw Hill Professional, 2011.
  20. F. C. Filippou, E. P. Popov, and V. V. Bertero, “Effects of bond deterioration on hysteretic behaviour of reinforced concrete joints,” Tech. Rep. EERC 83-19, Earthquake Engineering Research Center, University of California, Berkeley, Calif, USA, 1983. View at Google Scholar