Publication detail

Optimised design of the spun concrete poles in accordance with ČSN EN 1992-1-1

LANÍKOVÁ, I. ŠTĚPÁNEK, P.

Original Title

Optimised design of the spun concrete poles in accordance with ČSN EN 1992-1-1

English Title

Optimised design of the spun concrete poles in accordance with ČSN EN 1992-1-1

Type

conference paper

Language

en

Original Abstract

This paper is focused on optimized design of a transmission pole from spun concrete. Optimization is based on minimization of amount of reinforcing and prestressing steel lengthwise a pole in accordance with ULS and SLS of the EUROCODE design code (price of the materials is taken into account). The design of a transmission pole is automated by means of computer program. The paper contains the definition of basic algorithms of the proposed solution and outputs from solved examples. There are presented some outcomes of parametric studies made for specific pole.

English abstract

This paper is focused on optimized design of a transmission pole from spun concrete. Optimization is based on minimization of amount of reinforcing and prestressing steel lengthwise a pole in accordance with ULS and SLS of the EUROCODE design code (price of the materials is taken into account). The design of a transmission pole is automated by means of computer program. The paper contains the definition of basic algorithms of the proposed solution and outputs from solved examples. There are presented some outcomes of parametric studies made for specific pole.

Keywords

optimisation, pole, prestressing

RIV year

2007

Released

05.06.2007

Location

Brno

ISBN

978-80-239-9347-9

Book

Ecology and new building materials and products

Edition number

1

Pages from

341

Pages to

344

Pages count

4

BibTex


@inproceedings{BUT28773,
  author="Ivana {Laníková} and Petr {Štěpánek}",
  title="Optimised design of the spun concrete poles in accordance with ČSN EN 1992-1-1",
  annote="This paper is focused on optimized design of a transmission pole from spun concrete. Optimization is based on minimization of amount of reinforcing and prestressing steel lengthwise a pole in accordance with ULS and SLS of the EUROCODE design code (price of the materials is taken into account). The design of a transmission pole is automated by means of computer program. The paper contains the definition of basic algorithms of the proposed solution and outputs from solved examples. There are presented some outcomes of parametric studies made for specific pole.",
  booktitle="Ecology and new building materials and products",
  chapter="28773",
  year="2007",
  month="june",
  pages="341--344",
  type="conference paper"
}