Reliability Verification of a Steel Frame

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F02%3A07083908" target="_blank" >RIV/68407700:21610/02:07083908 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Reliability Verification of a Steel Frame

Original language description

A steel frame exposed to self-weight, snow and wind actions is designed according to Eurocodes. Lateral-torsional buckling represents the most critical criterion, which is considered in the limit state function used in reliability analysis. The time invariant reliability analysis is based on Turkstra's rule for combination of time variable actions. The time variant analysis describes snow and wind actions by jump processes with intermittencies. The profile designed according to Eurocodes seems to be adequate. It appears that the time invariant reliability analysis based on Turkstra's rule provides considerable lower values of reliability index beta than those obtained by the time variant analysis.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

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Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2002

Confidentiality

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

Article name in the collection

4th Ph.D. Symposium in Civil Engineering

ISBN

3-935065-09-4

ISSN

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e-ISSN

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Number of pages

7

Pages from-to

329-335

Publisher name

Springer VDI Verlag

Place of publication

Düsseldorf

Event location

Mnichov

Event date

Sep 19, 2002

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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