All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

Snow Load Models for Probabilistic Optimization of Steel Frames

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F13%3A00215356" target="_blank" >RIV/68407700:21610/13:00215356 - isvavai.cz</a>

  • Result on the web

    <a href="http://dx.doi.org/10.1016/j.coldregions.2013.06.004" target="_blank" >http://dx.doi.org/10.1016/j.coldregions.2013.06.004</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.coldregions.2013.06.004" target="_blank" >10.1016/j.coldregions.2013.06.004</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Snow Load Models for Probabilistic Optimization of Steel Frames

  • Original language description

    A comparison of reliability levels of steel structures designed according to Eurocodes and standards of the Russian Federation is provided. The major differences between basic principles of the both standards (such as load combinations, system of partialfactors) with a particular focus on design of steel structures are described. The main parameters characterizing load effects and resistances are compared at a general level. In a numerical example reliability of generic steel members is then analysed for different combinations of permanent and variable actions. It appears that in most cases standards of the Russian Federation lead to a lower reliability level than Eurocodes. The main reason of this difference is attributed to specification of design values of permanent and variable loads. For both considered systems of standards, reliability of structures exposed to snow load is significantly lower than for structures subjected to imposed load and harmonisation is required.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

  • CEP classification

    JN - Civil engineering

  • OECD FORD branch

Result continuities

  • Project

    <a href="/en/project/GAP105%2F12%2F0589" target="_blank" >GAP105/12/0589: Probabilistic optimisation of the target structural reliability</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2013

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Cold Regions Science and Technology

  • ISSN

    0165-232X

  • e-ISSN

  • Volume of the periodical

    94

  • Issue of the periodical within the volume

    10

  • Country of publishing house

    GB - UNITED KINGDOM

  • Number of pages

    8

  • Pages from-to

    13-20

  • UT code for WoS article

    000324444700002

  • EID of the result in the Scopus database