Publication result detail

Optimization of reinforcement of concrete cross section with stochastic input parameters

ŠTĚPÁNEK, P.

Original Title

Optimization of reinforcement of concrete cross section with stochastic input parameters

English Title

Optimization of reinforcement of concrete cross section with stochastic input parameters

Type

Paper in proceedings (conference paper)

Original Abstract

Optimised design of concrete cross section loaded by the normal force and the bending moment is presented. The optimised design of reinforcement into a cross section is defined as minimisation of reinforcement area designed into the cross section. Some input quantities are considered as stochastic. For solution of the optimised problem are used the SBRA and the perturbation method. Basic relations are given and results from solution are compared.

English abstract

Optimised design of concrete cross section loaded by the normal force and the bending moment is presented. The optimised design of reinforcement into a cross section is defined as minimisation of reinforcement area designed into the cross section. Some input quantities are considered as stochastic. For solution of the optimised problem are used the SBRA and the perturbation method. Basic relations are given and results from solution are compared.

Key words in English

Optimised design, concrete cross section, loading by the normal force and the bending moment, stochastic input quantities

Authors

ŠTĚPÁNEK, P.

Released

01.06.2001

Location

Glasgow, U.K.

Book

Advanced engineering design

Pages from

389

Pages count

6

BibTex

@inproceedings{BUT6640,
  author="Petr {Štěpánek}",
  title="Optimization of reinforcement of concrete cross section with stochastic input parameters",
  booktitle="Advanced engineering design",
  year="2001",
  pages="6",
  address="Glasgow, U.K."
}