Reliability Analysis of a Reinforced Concrete Slab Designed According to the Current Standards

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F00%3A07033808" target="_blank" >RIV/68407700:21610/00:07033808 - 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 Analysis of a Reinforced Concrete Slab Designed According to the Current Standards

Original language description

Reliability of a continuous reinforced concrete slab designed in accordance with normative documents ČSN, recently introduced ČSN P ENV and European standards ENV is verified for both the ultimate limit states and the limit states of deformation. The reliability index is mostly sufficient with regards to the load-bearing capacity and deflection of the slab. However, an incidental change of the properties of basic variables may increase the probability of failure. It is shown that credibility of the design value of deflection assessed according to the standard rules is low, i.e. the probability of its overcrossing is high.

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

2000

Confidentiality

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

Article name in the collection

Theoretical and Experimental Research in Structural Engineering

ISBN

80-01-02169-6

ISSN

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e-ISSN

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Number of pages

4

Pages from-to

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Publisher name

ČVUT

Place of publication

Praha

Event location

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Event date

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Type of event by nationality

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UT code for WoS article

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