• DocumentCode
    3235751
  • Title

    Dynamic characteristics of a new annular tensile cable-truss structure

  • Author

    Guangying, Ma ; Yunlong, Yao ; Jianping, He

  • Author_Institution
    Shandong Univ. At Weihai, Weihai, China
  • fYear
    2011
  • fDate
    22-24 April 2011
  • Firstpage
    2120
  • Lastpage
    2123
  • Abstract
    The large-span annular tensile calbe-truss structural system is a new kind of economic and larger spanning spatial structure system. A new type of annular tensile cable-truss structures with rigid bars instead of stable cables is introduced. Ribbed cable-truss structure was taken as an example and its dynamic characteristics under full-span load and half-span load were analyzed by block Lanczos method. The effect of prestress level and load level on dynamic behavior of the structure was studied. The computation results were compared with single-layer reticulated shell. The results are valuable for the dynamic response research on the earthquakes and wind vibration and will provide a reference for a further design and project application of such structure.
  • Keywords
    bars; earthquake engineering; shells (structures); structural engineering; supports; vibrations; block Lanczos method; earthquakes; full-span load; half-span load; large-span annular tensile cable-truss structure; ribbed cable-truss structure; rigid bars; single-layer reticulated shell; spatial structure system; wind vibration; Analytical models; Assembly; Bars; Conferences; Earthquakes; Economics; Vibrations; block lanczos; cable-truss structures; dynamic behavior;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
  • Conference_Location
    Lushan
  • Print_ISBN
    978-1-4577-0289-1
  • Type

    conf

  • DOI
    10.1109/ICETCE.2011.5775212
  • Filename
    5775212