Determination of Input Parameters for a Fully Probabilistic Geotechnical Design

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F10%3APU90633" target="_blank" >RIV/00216305:26110/10:PU90633 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Determination of Input Parameters for a Fully Probabilistic Geotechnical Design

Popis výsledku v původním jazyce

A deterministic analysis is mainly used for a design of engineering structures nowadays. Fully probabilistic design is a new trend for analysing engineering structures. Determination of input parameters is a very important part for both types of analyses. Unlike to a deterministic analysis, the input parameters for a fully probabilistic design are defined as random values in stochastic approach. It means that statistical data set of an input parameter is needed from which probability distribution function (pdf) can be derived. This function can be then defined by various statistical parameters such as the mean value, the variance, etc. The paper deals with a determination of the pdf type and of its statistic parameters for an oedometric modulus, whichis the input parameter for a modelling the interaction of a structure with a subsoil in Soilin software package. The statistical analysis is done for two cases. In the first case direct laboratory measurements of an oedometric modulus is

Název v anglickém jazyce

Determination of Input Parameters for a Fully Probabilistic Geotechnical Design

Popis výsledku anglicky

A deterministic analysis is mainly used for a design of engineering structures nowadays. Fully probabilistic design is a new trend for analysing engineering structures. Determination of input parameters is a very important part for both types of analyses. Unlike to a deterministic analysis, the input parameters for a fully probabilistic design are defined as random values in stochastic approach. It means that statistical data set of an input parameter is needed from which probability distribution function (pdf) can be derived. This function can be then defined by various statistical parameters such as the mean value, the variance, etc. The paper deals with a determination of the pdf type and of its statistic parameters for an oedometric modulus, whichis the input parameter for a modelling the interaction of a structure with a subsoil in Soilin software package. The statistical analysis is done for two cases. In the first case direct laboratory measurements of an oedometric modulus is

Druh

C - Kapitola v odborné knize

CEP obor

JN - Stavebnictví

OECD FORD obor

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Projekt

Výsledek vznikl pri realizaci vícero projektů. Více informací v záložce Projekty.

Návaznosti

Z - Vyzkumny zamer (s odkazem do CEZ)

Rok uplatnění

2010

Kód důvěrnosti údajů

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

Název knihy nebo sborníku

Beams and Frames on Elastic Foundation 3

ISBN

978-80-248-2257-0

Počet stran výsledku

9

Strana od-do

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Počet stran knihy

611

Název nakladatele

VŠB Technical University of Ostrava, Ostrava, Czech Republic

Místo vydání

Ostrava

Kód UT WoS kapitoly

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