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ŠTĚPÁNEK, P.; LANÍKOVÁ, I.; ŠIMŮNEK, P.
Original Title
The Way for Optimising of Concrete Structures: Fully Probabilistic Design
English Title
Type
Paper in proceedings (conference paper)
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
Keywords
fully probabilistic design; partial reliability factor; concrete structures design
Key words in English
Authors
RIV year
2012
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
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", 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" }