Publication detail

Optimisation of concrete structures

PLŠEK, J. ŠTĚPÁNEK, P. POPELA, P.

Original Title

Optimisation of concrete structures

English Title

Optimisation of concrete structures

Type

conference paper

Language

en

Original Abstract

The contribution deals with RBSO optimisation of RC cross-section that is exposed to the combination of normal force and bending moments. Basic problem of RBSO is the calculation of reliability, in general it requires a huge computation effort and time, morover it is not possible to calculate the reliability exactly. The proposed algorithm based on LHS is a compromise between accuracy and computation effort. The functionality is illustrated on numerical examples.

English abstract

The contribution deals with RBSO optimisation of RC cross-section that is exposed to the combination of normal force and bending moments. Basic problem of RBSO is the calculation of reliability, in general it requires a huge computation effort and time, morover it is not possible to calculate the reliability exactly. The proposed algorithm based on LHS is a compromise between accuracy and computation effort. The functionality is illustrated on numerical examples.

Keywords

concrete structures; optimisation design; RBSO method; stochastic model

RIV year

2006

Released

21.09.2006

Publisher

Czech Concrete Society and CBS Servis, s.r.o.

Location

Prague

ISBN

80-903502-8-3

Book

CCC 2006 Proceedings

Edition

2006

Edition number

1

Pages from

412

Pages to

417

Pages count

6

BibTex


@inproceedings{BUT22304,
  author="Jan {Plšek} and Petr {Štěpánek} and Pavel {Popela}",
  title="Optimisation of concrete structures",
  annote="The contribution deals with RBSO optimisation of RC cross-section that is exposed to the combination of normal force and bending moments. Basic problem of RBSO is the calculation of reliability, in general it requires a huge computation effort and time, morover it is not possible to calculate the reliability exactly. The proposed algorithm based on LHS is a compromise between accuracy and computation effort. The functionality is illustrated on numerical examples.",
  address="Czech Concrete Society and CBS Servis, s.r.o.",
  booktitle="CCC 2006 Proceedings",
  chapter="22304",
  edition="2006",
  institution="Czech Concrete Society and CBS Servis, s.r.o.",
  year="2006",
  month="september",
  pages="412--417",
  publisher="Czech Concrete Society and CBS Servis, s.r.o.",
  type="conference paper"
}