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First and Second order Sensitivity Analyses of the Ultimate Resistance of Steel Plane Frames to Imperfections

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU90724" target="_blank" >RIV/00216305:26110/10:PU90724 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    First and Second order Sensitivity Analyses of the Ultimate Resistance of Steel Plane Frames to Imperfections

  • Original language description

    The article is aimed at the statistical and sensitivity analysis of the ultimate limit state of steel frames. Load-carrying capacity is calculated for steel plane frames with columns loaded in tension or compression. The Monte Carlo based procedures areused for statistical analysis and for computing the full set of first order and second order sensitivity indices of the model. System imperfections of the frame with compressed columns are considered in the formatively identical to the first eigen mode of buckling. The geometrical nonlinear finite element solution providing numerical result per run was employed. Input random imperfections, which are most deserving of further analysis or measurements, are identified by means of the sensitivity and statistical analysis. Statistical analysis is used to study the influence of the number of columns on the change of the mean value and standard deviation of the load-carrying capacity of frames with tensed columns. Sensitivity analysis is used

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2010

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Modern Building Materials, Structures and Techniques

  • ISBN

    978-9955-28-593-9

  • ISSN

  • e-ISSN

  • Number of pages

    10

  • Pages from-to

  • Publisher name

    Neuveden

  • Place of publication

    Vilnius, Lithuania

  • Event location

    Vilnius

  • Event date

    May 19, 2010

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article