Probabilistic and semi-probabilistic design of large concrete beams failing in shear

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F19%3APU134479" target="_blank" >RIV/00216305:26110/19:PU134479 - isvavai.cz</a>

Result on the web

<a href="https://www.taylorfrancis.com/books/9780429426506" target="_blank" >https://www.taylorfrancis.com/books/9780429426506</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.1201/9780429426506-231" target="_blank" >10.1201/9780429426506-231</a>

Result language

angličtina

Original language name

Probabilistic and semi-probabilistic design of large concrete beams failing in shear

Original language description

Reliability analysis of very large concrete beams is presented in the light of advanced semiprobabilistic design approaches and fully probabilistic design. Nonlinear finite element model of large concrete beam failing in shear was validated during prediction contest and utilized for advanced probabilistic analysis. The aim was to assess the variability of ultimate shear response and to present and verify alternative design procedures in comparison with fully probabilistic design. It is shown how to determine the design value of shear capacity by semi-probabilistic approaches: ECoV method, ECoV by Schlune et al. and numerical quadrature by Rosenblueth. The most advanced approach for determination of design value is fully probabilistic method using random variables and random fields (reflecting spatial variability of material parameters). It is shown that the spatial variability modelled by random fields significantly influences results.

Czech name

—

Czech description

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Type

D - Article in proceedings

CEP classification

—

OECD FORD branch

20102 - Construction engineering, Municipal and structural engineering

Project

Result was created during the realization of more than one project. More information in the Projects tab.

Continuities

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

Publication year

2019

Confidentiality

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

Article name in the collection

Advances in Engineering Materials, Structures and Systems: Innovations, Mechanics and Applications

ISBN

978-1-138-38696-9

ISSN

—

e-ISSN

—

Number of pages

6

Pages from-to

1339-1344

Publisher name

Taylor and Francis Group CRC Press

Place of publication

London

Event location

Cape Town, SOUTH AFRICA

Event date

Sep 2, 2019

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

000504648100231