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LANÍKOVÁ, I. ŠTĚPÁNEK, P. ŠIMŮNEK, P. HORÁK, D. ZLÁMAL, M.
Original Title
Fully probabilistic design – the way for optimising of concrete structures
Type
journal article - other
Language
English
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.
Keywords
probabilistic design; partial reliability factor; concrete structures design
Authors
LANÍKOVÁ, I.; ŠTĚPÁNEK, P.; ŠIMŮNEK, P.; HORÁK, D.; ZLÁMAL, M.
RIV year
2011
Released
15. 6. 2011
Publisher
IBRACON Instituto Brasileiro do Concreto
Location
Sao Paulo – SP Brasil
ISBN
1983-4195
Periodical
IBRACON Structures and Materials Journal
Year of study
4
Number
2
State
Federative Republic of Brazil
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", journal="IBRACON Structures and Materials Journal", year="2011", volume="4", number="2", pages="173--178", issn="1983-4195" }