• DocumentCode
    3043573
  • Title

    Vulnerability analysis of structures under loads based on the form

  • Author

    Zhu, Nanhai ; Ye, Jihong

  • Author_Institution
    Key Lab. of Concrete & Prestressed Concrete Struct. of Minist. of Educ., Southeast Univ., Nanjing, China
  • fYear
    2011
  • fDate
    26-28 July 2011
  • Firstpage
    1406
  • Lastpage
    1410
  • Abstract
    The robustness shows the ability of a structure to resist damage. For a structure small damage can lead to disproportionate consequences if it is not sufficiently robust. In this paper, the theory of structural vulnerability developed at the University of Bristol is applied to the analysis of vulnerable failure scenarios of the structure. The displacement response under unit force is used as a new measurement of the well-formedness to combine the theory with a standard response analysis and to identify the failure position of the structure under practical loads. Numerical analysis is carried out for vulnerable failure scenarios of a pin-jointed truss and a 24-member space frame. A comparison was made between the failure scenario of the structure due to the vulnerability analysis and the practical external loads. It is shown that this approach is efficient in the determination of the weakness and the failure position of structures under load actions.
  • Keywords
    failure (mechanical); structural engineering; supports; displacement response; numerical analysis; pin-jointed truss; response analysis; space frame; structure vulnerability analysis; structures under load actions; unit force; vulnerable failure scenario; Displacement measurement; Force; Indexes; Periodic structures; Robustness; Safety; Seismic measurements; failure scenarios; load action; structural form; vulnerability;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Multimedia Technology (ICMT), 2011 International Conference on
  • Conference_Location
    Hangzhou
  • Print_ISBN
    978-1-61284-771-9
  • Type

    conf

  • DOI
    10.1109/ICMT.2011.6002744
  • Filename
    6002744