Respecting The Influence of Geometrical and material Imperfections of Steel Frames when Calculating their Load-Carrying Capacity

Kód výsledku v IS VaVaI

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Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Respecting The Influence of Geometrical and material Imperfections of Steel Frames when Calculating their Load-Carrying Capacity

Popis výsledku v původním jazyce

When calculating the load-carrying capacity of steel frames according to the standard Eurocode 3, the influence of imperfections on load-carrying capacity of a steel structure is included only in a very simplified way. The load-carrying capacity can be determined both geometrically, by the non-linear solution with equivalent initial imperfection, and by the stability solution with buckling length. Both solutions mentioned include certain simplifications in themselves. When determining the load-carryingcapacity, the geometrically non-linear solution using simulation methods (for example Latin Hypercube Sampling) should be generally applied and random effect of input quantities on load capacity, taken into account. In particular, the influence of mutualcorrelation of input quantities on load-carrying capacity will be studied.

Název v anglickém jazyce

Respecting The Influence of Geometrical and material Imperfections of Steel Frames when Calculating their Load-Carrying Capacity

Popis výsledku anglicky

When calculating the load-carrying capacity of steel frames according to the standard Eurocode 3, the influence of imperfections on load-carrying capacity of a steel structure is included only in a very simplified way. The load-carrying capacity can be determined both geometrically, by the non-linear solution with equivalent initial imperfection, and by the stability solution with buckling length. Both solutions mentioned include certain simplifications in themselves. When determining the load-carryingcapacity, the geometrically non-linear solution using simulation methods (for example Latin Hypercube Sampling) should be generally applied and random effect of input quantities on load capacity, taken into account. In particular, the influence of mutualcorrelation of input quantities on load-carrying capacity will be studied.

Druh

D - Stať ve sborníku

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

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Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2001

Kód důvěrnosti údajů

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

Název statě ve sborníku

Quality and Reliability in Building Industry

ISBN

80-7099-707-9

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

248-253

Název nakladatele

TU Košice

Místo vydání

TU Košice

Místo konání akce

Levoča

Datum konání akce

24. 10. 2001

Typ akce podle státní příslušnosti

EUR - Evropská akce

Kód UT WoS článku

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