Detail publikace

The Way for Optimising of Concrete Structures: Fully Probabilistic Design

ŠTĚPÁNEK, P. LANÍKOVÁ, I. ŠIMŮNEK, P.

Originální název

The Way for Optimising of Concrete Structures: Fully Probabilistic Design

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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..

Klíčová slova

fully probabilistic design; partial reliability factor; concrete structures design

Autoři

ŠTĚPÁNEK, P.; LANÍKOVÁ, I.; ŠIMŮNEK, P.

Rok RIV

2010

Vydáno

16. 9. 2010

Nakladatel

CTU Prague

Místo

Praha

ISBN

978-80-01-04581-7

Kniha

Design of Concrete Structures Using EN 1992-1-1

Číslo edice

1

Strany od

291

Strany do

298

Strany počet

8

BibTex

@inproceedings{BUT34939,
  author="Petr {Štěpánek} and Ivana {Laníková} and Petr {Šimůnek}",
  title="The Way for Optimising of Concrete Structures: Fully Probabilistic Design",
  booktitle="Design of Concrete Structures Using EN 1992-1-1",
  year="2010",
  number="1",
  pages="291--298",
  publisher="CTU Prague",
  address="Praha",
  isbn="978-80-01-04581-7"
}