Publication detail

The Way for Optimising of Concrete Structures: Fully Probabilistic Design

ŠTĚPÁNEK, P. LANÍKOVÁ, I. ŠIMŮNEK, P.

Original Title

The Way for Optimising of Concrete Structures: Fully Probabilistic Design

English Title

The Way for Optimising of Concrete Structures: Fully Probabilistic Design

Type

conference paper

Language

en

Original Abstract

A subject-matter of this paper is principle of fully probabilistic design of concrete structures in acordance with standard EN. The comparison of calculation of the reliability of a prestressed spun concrete pole designed by the partial factor method and fully probabilistic approach was done. The Monte Carlo method, modified by the Latin Hypercube Sampling (LHS) method, has been used for the calculation of reliability..

English abstract

A subject-matter of this paper is principle of fully probabilistic design of concrete structures in acordance with standard EN. The comparison of calculation of the reliability of a prestressed spun concrete pole designed by the partial factor method and fully probabilistic approach was done. The Monte Carlo method, modified by the Latin Hypercube Sampling (LHS) method, has been used for the calculation of reliability..

Keywords

fully probabilistic design; partial reliability factor; concrete structures design

RIV year

2010

Released

16.09.2010

Publisher

CTU Prague

Location

Praha

ISBN

978-80-01-04581-7

Book

Design of Concrete Structures Using EN 1992-1-1

Edition number

1

Pages from

291

Pages to

298

Pages count

8

BibTex


@inproceedings{BUT34939,
  author="Petr {Štěpánek} and Ivana {Laníková} and Petr {Šimůnek}",
  title="The Way for Optimising of Concrete Structures: Fully Probabilistic Design",
  annote="A subject-matter of this paper is principle of fully probabilistic design of concrete structures in acordance with standard EN. The comparison of  calculation  of the reliability of a prestressed spun concrete pole designed by the partial factor method and fully probabilistic approach  was done. The Monte Carlo method, modified by the Latin Hypercube Sampling (LHS) method, has been used for the calculation of reliability..",
  address="CTU Prague",
  booktitle="Design of Concrete Structures Using EN 1992-1-1",
  chapter="34939",
  howpublished="print",
  institution="CTU Prague",
  year="2010",
  month="september",
  pages="291--298",
  publisher="CTU Prague",
  type="conference paper"
}