Detail publikačního výsledku

Optimization of the Ultimate Capacity of reinforced concrete slab bridge

NOVÁK, D.; SLOWIK, O.; PUKL, R.

Originální název

Optimization of the Ultimate Capacity of reinforced concrete slab bridge

Anglický název

Optimization of the Ultimate Capacity of reinforced concrete slab bridge

Druh

Stať ve sborníku v databázi WoS či Scopus

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.

Klíčová slova

Optimization, ultimate capacity, reinforced concrete, slab bridge

Klíčová slova v angličtině

Optimization, ultimate capacity, reinforced concrete, slab bridge

Autoři

NOVÁK, D.; SLOWIK, O.; PUKL, R.

Rok RIV

2016

Vydáno

01.01.2015

Místo

Tokyo, Japonsko

ISBN

978-1-138-00120-6

Kniha

Life-Cycle Civil Engineering (IALCCE 2014)

Strany od

923

Strany do

927

Strany počet

5

BibTex

@inproceedings{BUT113719,
  author="Drahomír {Novák} and Ondřej {Slowik} and Radomír {Pukl}",
  title="Optimization of the Ultimate Capacity of reinforced concrete slab bridge",
  booktitle="Life-Cycle Civil Engineering (IALCCE 2014)",
  year="2015",
  pages="923--927",
  address="Tokyo, Japonsko",
  isbn="978-1-138-00120-6"
}