Elasto-plastic Analysis of High-strength Concrete Shear Wall with Boundary Columns Using Fiber Model

Authors

  • Xiaolong Tong College of Civil Engineering
  • Fumin Chen Nanhu College
  • Yangjing Ou College of Civil Engineering
  • Sixi Xiao College of Civil Engineering
  • Jianliang Wu College of Civil Engineering

DOI:

https://doi.org/10.30564/jcr.v2i1.2694

Abstract

In this study, an experimental study and numerical calculations using fiber model were conducted for four high-strength concrete shear walls with boundary columns under low cyclic load. The boundary column and shear wall were divided into fiber elements, and PERFORM-3D finite element analysis software was used to carry out push-over analysis on the test specimens. The results show that the finite element analysis results were in good agreement with the experimental results. The proposed analysis method could perform elasto-plastic analysis on the high-strength concrete shear wall with boundary columns without distinguishing the categories of frame column and shear wall. The seismic performance of high-strength concrete shear wall with boundary columns was analyzed using the following parameters: axis compression ratio, height to width ratio, ratio of vertical reinforcement, and ratio of longitudinal reinforcement in the boundary column. The results show that the increase in the axial compression ratio causes the bearing capacity of the shear wall to increase at first and then to decrease and causes the ductility to decrease. The increase in the height to width ratio causes the bearing capacity of the shear wall to decrease and its ductility to increase. The ratio of vertical reinforcement was found to have little effect on the bearing capacity and ductility. The increase in the ratio of longitudinal reinforcement in boundary column resulted in a significant increase in the bearing capacity and caused the ductility to decrease at first and then to slowly increase.

Keywords:

Boundary columns; High-strength concrete; Fiber model; Shear wall

References

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Issue

Vol. 2 , Iss. 1 (June 2020)

Article Type

Articles

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