Reliability Assessment of the semi-rigid joints of the Steel Structures by the SBRA Method

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F04%3A00010886" target="_blank" >RIV/61989100:27120/04:00010886 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

Posouzení spolehlivosti ocelových konstrukcí s polotuhými styčníky s využitím pravděpodobnostní metody SBRA

Original language description

Advances in computer technology make possible transition from current structural reliability assessment methods (such as the Partial Reliability Factors Method, PRFM) to probabilistic methods using the simulation technique (such as SBRA method). This study focuses attention on the reliability assessment of steel structures containing semi-rigid joints. The SBRA reliability assessment approach is explained and compared with the Partial Reliability Factors method, PRFM, applied in codes (see, e.g., Eurocode). The differences between the the SBRA method and PRFM are specified and discussed. In order to allow comparsion of the results obtained according to the SBRA method and PRFM, the differences between moment-rotation characteristics M-? of the semi-rigid joints according to the both mentioned methods are specified first. Next is analyzed the response of a simple planar steel frame (containing semi-rigid joints) to the vertical and horizontal load effects combination taking into account

Czech name

Posouzení spolehlivosti ocelových konstrukcí s polotuhými styčníky s využitím pravděpodobnostní metody SBRA

Czech description

Advances in computer technology make possible transition from current structural reliability assessment methods (such as the Partial Reliability Factors Method, PRFM) to probabilistic methods using the simulation technique (such as SBRA method). This study focuses attention on the reliability assessment of steel structures containing semi-rigid joints. The SBRA reliability assessment approach is explained and compared with the Partial Reliability Factors method, PRFM, applied in codes (see, e.g., Eurocode). The differences between the the SBRA method and PRFM are specified and discussed. In order to allow comparsion of the results obtained according to the SBRA method and PRFM, the differences between moment-rotation characteristics M-? of the semi-rigid joints according to the both mentioned methods are specified first. Next is analyzed the response of a simple planar steel frame (containing semi-rigid joints) to the vertical and horizontal load effects combination taking into account

Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

<a href="/en/project/GA103%2F04%2F1451" target="_blank" >GA103/04/1451: Development and application of probabilistic simulation-based reliability and performance assessment methods for structures and building components</a><br>

Continuities

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

Publication year

2004

Confidentiality

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

Article name in the collection

Sborník 6. Odborná konference "Juniorstav"

ISBN

ISBN 80-214-256

ISSN

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e-ISSN

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Number of pages

9

Pages from-to

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Publisher name

VUT Brno

Place of publication

Brno

Event location

Brno

Event date

Feb 4, 2004

Type of event by nationality

CST - Celostátní akce

UT code for WoS article

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