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Detail publikace
DOLEŽEL, J. NOVÁK, D. LEHKÝ, D.
Originální název
Probabilistic assessment of shear capacity of precast prestressed hollow-core slab ELEMATIC using parameters identification and statistical simulation
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
A complex approach for statistical and reliability analyses of concrete structures is presented. It describes the virtual simulation used on the way from assessment of experimental results to reliability analysis. The whole approach is based on randomization of nonlinear fracture mechanics finite element analysis of concrete structures. Efficient techniques of both nonlinear numerical analysis of concrete structures and stochastic simulation methods of Monte Carlo type have been combined in order to offer an advanced tool for assessment of realistic behaviour of concrete structures.
Klíčová slova
Prestressed hollow-core slab, identification, nonlinear FEM analysis, probabilistic analysis, design value
Autoři
DOLEŽEL, J.; NOVÁK, D.; LEHKÝ, D.
Rok RIV
2013
Vydáno
6. 11. 2013
Místo
Brno, Česká republika
ISBN
978-80-214-4800-1
Kniha
International Probabilistic Workshop
Strany od
93
Strany do
100
Strany počet
8
BibTex
@inproceedings{BUT107531, author="Jiří {Doležel} and Drahomír {Novák} and David {Lehký}", title="Probabilistic assessment of shear capacity of precast prestressed hollow-core slab ELEMATIC using parameters identification and statistical simulation", booktitle="International Probabilistic Workshop", year="2013", pages="93--100", address="Brno, Česká republika", isbn="978-80-214-4800-1" }