Analysis of Prestressed Concrete Tower for Wind Turbine Generator-Reference-Cited by-同舟云学术

Analysis of Prestressed Concrete Tower for Wind Turbine Generator

Published:2013-09 Issue: Volume:772 Page:622-629
ISSN:1662-8985
Container-title:Advanced Materials Research
language:
Short-container-title:AMR

Author:

Čajka Radim¹^ORCID

Affiliation:

1. VSB Technical University Ostrava

Abstract

In the paper is presented a parametric study on possibilities of designing and realizing a prestressed reinforced concrete tower for a wind turbine, WEG 400, as an alternative solution replacing a steel structure. WEG 400 is a generation of a double-blade wind turbine with the rotor diameter of 36.7 m. Key design criteria include extreme static/dynamic loads, cyclical loading and natural frequency. The supporting structure of the tower needs to be easy to dispose from prefabricated prestressed concrete elements.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Link

https://www.scientific.net/AMR.772.622.pdf

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5. ČSN EN 1992-1-1 (73 1201) Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings, ČNI 11/(2006).

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