Detail publikace

Shear Strength Design by Stochastic Simulation and Semi-probabilistic Methods

NOVÁK, L. NOVÁK, D.

Originální název

Shear Strength Design by Stochastic Simulation and Semi-probabilistic Methods

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

concrete; non-linear finite element analysis; semi-probabilistic design; shear.

Autoři

NOVÁK, L.; NOVÁK, D.

Vydáno

10. 7. 2018

Nakladatel

American Institute of Physics

Místo

New York, USA

ISBN

978-0-7354-1690-1

Kniha

AIP Conference Proceedings

Číslo edice

1978

Strany od

500

Strany do

504

Strany počet

4

BibTex

@inproceedings{BUT150900,
  author="Lukáš {Novák} and Drahomír {Novák}",
  title="Shear Strength Design by Stochastic Simulation and Semi-probabilistic Methods",
  booktitle="AIP Conference Proceedings",
  year="2018",
  number="1978",
  pages="500--504",
  publisher="American Institute of Physics",
  address="New York, USA",
  doi="10.1063/1.5044095",
  isbn="978-0-7354-1690-1"
}