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Combination Rules

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F01%3A07072296" target="_blank" >RIV/68407700:21610/01:07072296 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    angličtina

  • Original language name

    Combination Rules

  • Original language description

    Load combinations specified in EN 1990 for verification of ultimate limit and serviceability limit states in conjunction with the partial factor method are discussed and illustrated by practical examples of typical civil structures. Alternative procedures to identify critical load cases are reviewed. Actions, load cases determined in accordance with combination rules, and action effects are shown considering four typical examples of structural elements: cantilevered bea,, continuous beam, cantilevered frame and three bay two-dimensional frame.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

  • Continuities

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2001

  • Confidentiality

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

Data specific for result type

  • Article name in the collection

    EN 1991 - Actions on Structures

  • ISBN

  • ISSN

  • e-ISSN

  • Number of pages

    22

  • Pages from-to

    31-52

  • Publisher name

    Department of Structural Engineering

  • Place of publication

    Piza

  • Event location

    University of Pisa

  • Event date

    May 10, 2001

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article