Publication detail

Shear Strength Design by Stochastic Simulation and Semi-probabilistic Methods

NOVÁK, L. NOVÁK, D.

Original Title

Shear Strength Design by Stochastic Simulation and Semi-probabilistic Methods

Type

conference paper

Language

English

Original Abstract

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.

Keywords

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

Authors

NOVÁK, L.; NOVÁK, D.

Released

10. 7. 2018

Publisher

American Institute of Physics

Location

New York, USA

ISBN

978-0-7354-1690-1

Book

AIP Conference Proceedings

Edition number

1978

Pages from

500

Pages to

504

Pages count

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"
}