Identificador persistente para citar o vincular este elemento: http://hdl.handle.net/10553/113621
Título: Simplified model to calculate the envelopes of bending moments along offshore wind turbines on monopiles
Autores/as: Quevedo Reina, Román 
Álamo Meneses, Guillermo Manuel
Aznárez González, Juan José 
Padrón Hernández, Luis Alberto 
Clasificación UNESCO: 330506 Ingeniería civil
1206 Análisis numérico
220502 Mecánica de medios continuos
Fecha de publicación: 2017
Editor/a: ScienceKNOWconferences
Conferencia: 2nd Global Conference on Applied Computing in Science & Engineering
Resumen: Against the high computational costs necessary to solve the soil-structure interaction problems rigorously, a simplified model applied to offshore wind turbines on monopiles is proposed. The Bernoulli beam is used in this model and the interaction with the soil is represented by the Winkler model. The proposed model is used to calculate the envelopes of bending moments on commercial wind turbines with known properties against seismic forces, being the results contrasted with rigorous methods. The obtained results allow analysing three different terms: a) From the structure (which is above the soil), the effects of the foundation on the response (soilstructure interaction effects). b) From the foundation, the effects of the structure on the response. c) From the soil, the effects of the variable profile on the response.
URI: http://hdl.handle.net/10553/113621
ISBN: 9788469743409
Fuente: 2nd Applied Computing in Science & Engineering. Extending Abstracts Book, Las Palmas de Gran Canaria
Colección:Actas de congresos
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