Detail publikace

Probabilistic assessment of shear capacity of precast prestressed hollow-core slab ELEMATIC using parameters identification and statistical simulation

Originální název

Probabilistic assessment of shear capacity of precast prestressed hollow-core slab ELEMATIC using parameters identification and statistical simulation

Anglický název

Probabilistic assessment of shear capacity of precast prestressed hollow-core slab ELEMATIC using parameters identification and statistical simulation

Jazyk

en

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.

Anglický 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.

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",
  annote="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.",
  booktitle="International Probabilistic Workshop",
  chapter="107531",
  howpublished="print",
  year="2013",
  month="november",
  pages="93--100",
  type="conference paper"
}