Publication detail

Fully probabilistic design – the way for optimising of concrete structures

LANÍKOVÁ, I. ŠTĚPÁNEK, P. ŠIMŮNEK, P. HORÁK, D. ZLÁMAL, M.

Original Title

Fully probabilistic design – the way for optimising of concrete structures

English Title

Fully probabilistic design – the way for optimising of concrete structures

Type

journal article - other

Language

en

Original Abstract

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

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

probabilistic design; partial reliability factor; concrete structures design

RIV year

2011

Released

15.06.2011

Publisher

IBRACON Instituto Brasileiro do Concreto

Location

Sao Paulo – SP Brasil

Pages from

173

Pages to

178

Pages count

6

BibTex


@article{BUT75405,
  author="Ivana {Laníková} and Petr {Štěpánek} and Petr {Šimůnek} and David {Horák} and Martin {Zlámal}",
  title="Fully probabilistic design – the way for optimising of concrete structures",
  annote="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="IBRACON Instituto Brasileiro do Concreto",
  chapter="75405",
  institution="IBRACON Instituto Brasileiro do Concreto",
  number="2",
  volume="4",
  year="2011",
  month="june",
  pages="173--178",
  publisher="IBRACON Instituto Brasileiro do Concreto",
  type="journal article - other"
}