• DocumentCode
    588879
  • Title

    Study on Numerical Integration Algorithm for PSD Test

  • Author

    Peng Sun ; Xin Guo

  • Author_Institution
    Coll. of Comput. Sci., Northwestern Polytech. Univ., Xi´an, China
  • fYear
    2012
  • fDate
    17-18 Nov. 2012
  • Firstpage
    223
  • Lastpage
    227
  • Abstract
    This paper focuses on two integration algorithms used for pseudo-dynamic test, explicit New mark algorithm and implicit alpha-C algorithm. The comparison study between the test and simulation results shows that: the non-uniform distribution of mass, restoring force characteristics and higher frequency vibration modality are simulated more accurately using the alpha-C algorithm than using explicit New mark algorithm. The alpha-C algorithm also leads to high iterative accuracy and unconditional stability. Replacing the explicit New mark algorithm in original experimental system by implicit alpha-C algorithm, the MDOF pseudo dynamic test system can be realized successfully.
  • Keywords
    dynamic testing; earthquake engineering; integration; iterative methods; structural engineering computing; vibrations; MDOF pseudodynamic test system; Newmark algorithm; PSD test; alpha-C algorithm; explicit Newmark algorithm; force characteristics; higher frequency vibration modality; nonuniform mass distribution; numerical integration algorithm; unconditional stability; Acceleration; Earthquakes; Force; Heuristic algorithms; Load modeling; Mathematical model; Vibrations; On-line test control software; numerical integration algorithm; pseudo-dynamic test; structural seismic;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Computational Intelligence and Security (CIS), 2012 Eighth International Conference on
  • Conference_Location
    Guangzhou
  • Print_ISBN
    978-1-4673-4725-9
  • Type

    conf

  • DOI
    10.1109/CIS.2012.57
  • Filename
    6405902