Shear Strength Design by Stochastic Simulation and Semi-probabilistic Methods

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU129534" target="_blank" >RIV/00216305:26110/18:PU129534 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1063/1.5044095" target="_blank" >http://dx.doi.org/10.1063/1.5044095</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1063/1.5044095" target="_blank" >10.1063/1.5044095</a>

Result language
angličtina
Original language name
Shear Strength Design by Stochastic Simulation and Semi-probabilistic Methods
Original language description
This paper gives an overview and comparison of available semi-probabilistic safety formats for non-linear ﬁnite element analysis (NLFEA). Methods were applied on shear strength design of prestressed concrete girder and results were compared in terms of computational requirements. Design values determined by stochastic methods are very close, except the ECoV method, which does not meet the safety requirements. The most eﬃcient method for determination of shear strength design value was ECoV modiﬁed by Schlune et al. Findings presented herein might be useful for practical design of structures using NLFEA.
Czech name
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Czech description
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Type
D - Article in proceedings
CEP classification
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OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering

Project
<a href="/en/project/GA17-02862S" target="_blank" >GA17-02862S: Probabilistic modelling and optimization of shear strength of concrete beams (PROMOSS)</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year
2018
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

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