Detail publikace

Optimization of the Ultimate Capacity of reinforced concrete slab bridge

Originální název

Optimization of the Ultimate Capacity of reinforced concrete slab bridge

Anglický název

Optimization of the Ultimate Capacity of reinforced concrete slab bridge

Jazyk

en

Originální abstrakt

The aim oh the paper is to show the possible uses of stochastic small-sample pseudo-optimization in the study and evaluation of the behavior of a currently-existing reinforced concrete slab bridgebefore and after strengthening. It is proposed that the bridge be strengthened by concreting above the bridge deck on both sides of the deck. The objective function is the ultimate capacity function represented by an FEM nonlinear computational model.

Anglický abstrakt

The aim oh the paper is to show the possible uses of stochastic small-sample pseudo-optimization in the study and evaluation of the behavior of a currently-existing reinforced concrete slab bridgebefore and after strengthening. It is proposed that the bridge be strengthened by concreting above the bridge deck on both sides of the deck. The objective function is the ultimate capacity function represented by an FEM nonlinear computational model.

BibTex


@inproceedings{BUT113719,
  author="Drahomír {Novák} and Ondřej {Slowik} and Radomír {Pukl}",
  title="Optimization of the Ultimate Capacity of reinforced concrete slab bridge",
  annote="The aim oh the paper is to show the possible uses of stochastic small-sample pseudo-optimization in the study and evaluation of the behavior of a currently-existing reinforced concrete slab bridgebefore and after strengthening. It is proposed that the bridge be strengthened by concreting above the bridge deck on both sides of the deck. The objective function is the ultimate capacity function represented by an FEM nonlinear computational model.",
  booktitle="Life-Cycle Civil Engineering (IALCCE 2014)",
  chapter="113719",
  howpublished="electronic, physical medium",
  year="2015",
  month="january",
  pages="923--927",
  type="conference paper"
}