• DocumentCode
    2822600
  • Title

    Research on the dynamic characteristics of the high-piled wharf considering soil-structure interaction

  • Author

    Sun, Xiping ; Wang, Yuanzhan ; Han, Yang

  • Author_Institution
    Tianjin Key Lab. of Harbor & Ocean Eng., Tianjin Univ., Tianjin, China
  • fYear
    2011
  • fDate
    15-17 July 2011
  • Firstpage
    6791
  • Lastpage
    6794
  • Abstract
    Based on a practical engineering, the effects of soil structure interactions on the dynamic characteristics of the high piled wharf were investigated, and the influences of different soil structure constraint styles and initial earth stress on the calculation of dynamic parameters were also studied. The results of the study were the following: (a) the soil-structure interactions should be considered when analyzing the dynamic characteristics of the high-piled wharf; (b) the soil-structure constraint styles would influence the calculation of dynamic parameters, and soil structure constrained by contact elements was recommended; (c) the consideration of initial earth stress would increase the frequency of the high-piled wharf and had much greater influences on high order, so the soil initial earth stress should be considered when performing the modal analysis of soil-wharf.
  • Keywords
    geotechnical engineering; soil; structural engineering; contact elements; dynamic characteristics; dynamic parameter; high-piled wharf; initial earth stress; modal analysis; practical engineering; soil structure constraint styles; soil structure interaction; soil-structure interaction; Earth; Oceans; Soil; Stability analysis; Stress; Vibrations; Water; contact element; coupling constraint; dynamic characteristics; high-piled wharf; initial earth stress; soil-structure interaction;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
  • Conference_Location
    Hohhot
  • Print_ISBN
    978-1-4244-9436-1
  • Type

    conf

  • DOI
    10.1109/MACE.2011.5988606
  • Filename
    5988606