Publication detail

Optimization of the Ultimate Capacity of reinforced concrete slab bridge

NOVÁK, D. SLOWIK, O. PUKL, R.

Original Title

Optimization of the Ultimate Capacity of reinforced concrete slab bridge

English Title

Optimization of the Ultimate Capacity of reinforced concrete slab bridge

Type

conference paper

Language

en

Original Abstract

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.

English abstract

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.

Keywords

Optimization, ultimate capacity, reinforced concrete, slab bridge

RIV year

2015

Released

01.01.2015

Location

Tokyo, Japonsko

ISBN

978-1-138-00120-6

Book

Life-Cycle Civil Engineering (IALCCE 2014)

Pages from

923

Pages to

927

Pages count

5

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"
}