Analysis of Prestressed Concrete Tower for Wind Turbine Generator

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27120%2F13%3A86088994" target="_blank" >RIV/61989100:27120/13:86088994 - isvavai.cz</a>

Result on the web

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.772.622" target="_blank" >http://dx.doi.org/10.4028/www.scientific.net/AMR.772.622</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.4028/www.scientific.net/AMR.772.622" target="_blank" >10.4028/www.scientific.net/AMR.772.622</a>

Result language

angličtina

Original language name

Analysis of Prestressed Concrete Tower for Wind Turbine Generator

Original language description

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 concreteelements.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

—

Continuities

V - Vyzkumna aktivita podporovana z jinych verejnych zdroju

Publication year

2013

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Advanced Materials Research. Volume 772

ISBN

978-3-03785-789-2

ISSN

1022-6680

e-ISSN

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Number of pages

8

Pages from-to

622-629

Publisher name

Trans Tech Publications

Place of publication

Enfield, New Hampshire, USA

Event location

Singapur

Event date

Jun 1, 2013

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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