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Equivalent force control method with proportional-integral controller for real-time substructure testing

  • Guo Shan Xu
  • , Bin Wu*
  • *Corresponding author for this work
  • School of Civil Engineering, Harbin Institute of Technology

Research output: Contribution to journalArticlepeer-review

Abstract

The equivalent force control method replaces the mathematical iteration with feedback control strategy to solve the nonlinear equations of motion in real-time substructure testing with implicit integration method. For nonlinear structural tests, the equivalent force control method with proportional-derivative (PD) controller will induce a steady-state error of the equivalent force response. This paper chooses the proportional-integral (PI) controller, instead of the PD controller previously used, to eliminate the error. The analytical and simulated results show that the equivalent force control method with PI controller is more effective for nonlinear structural tests compared to that with PD controller.

Original languageEnglish
Pages (from-to)251-256
Number of pages6
JournalGongcheng Lixue/Engineering Mechanics
Volume26
Issue number9
StatePublished - Sep 2009
Externally publishedYes

Keywords

  • Equivalent force control method
  • Proportional-integral controller
  • Real-time substructure testing
  • Seismic testing
  • Steady-state error

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