Journal of Central South University of Technology

, Volume 18, Issue 4, pp 1248–1255

Performance index limits of high reinforced concrete shear wall components

Article

DOI: 10.1007/s11771-011-0829-9

Cite this article as:
Lao, X. & Han, X. J. Cent. South Univ. Technol. (2011) 18: 1248. doi:10.1007/s11771-011-0829-9

Abstract

The deformation performance index limits of high reinforced concrete (RC) shear wall components based on Chinese codes were discussed by the nonlinear finite element method. Two typical RC shear wall specimens in the previous work were first used to verify the correctness of the nonlinear finite element method. Then, the nonlinear finite element method was applied to study the deformability of a set of high RC shear wall components designed according to current Chinese codes and with shear span ratio λ≥2.0. Parametric studies were made on the influence of shear span ratio, axial compression ratio, ratio of flexural capacity to shear capacity and main flexural reinforcement ratio of confined boundary members. Finally, the deformation performance index and its limits of high RC shear wall components under severe earthquakes were proposed by the finite element model results, which offers a reference in determining the performance status of RC shear wall components designed based on Chinese codes.

Key words

reinforced concreteshear wall componentsperformance index limitsnonlinear finite element methodChinese codes

Copyright information

© Central South University Press and Springer-Verlag Berlin Heidelberg 2011

Authors and Affiliations

  • Xiao-chun Lao劳晓春
    • 1
    • 2
  • Xiao-lei Han韩小雷
    • 1
    • 2
  1. 1.School of Civil Engineering and TransportationSouth China University of TechnologyGuangzhouChina
  2. 2.State Key Laboratory of Subtropical Architecture ScienceSouth China University of TechnologyGuangzhouChina