Go to:
Logótipo
Comuta visibilidade da coluna esquerda
Você está em: Start > Publications > View > Bottom-supported tension leg towers with inclined tethers for offshore wind turbines
Publication

Publications

Bottom-supported tension leg towers with inclined tethers for offshore wind turbines

Title
Bottom-supported tension leg towers with inclined tethers for offshore wind turbines
Type
Article in International Scientific Journal
Year
2021-08-13
Authors
Mohammed Ishtiyak
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Arunjyoti Sarkar
(Author)
Other
The person does not belong to the institution. The person does not belong to the institution. The person does not belong to the institution. Without AUTHENTICUS Without ORCID
Francisco Taveira Pinto
(Author)
FEUP
View Personal Page You do not have permissions to view the institutional email. Search for Participant Publications View Authenticus page View ORCID page
Journal
Vol. 174 No. 1
Pages: 124-133
ISSN: 1741-7597
Indexing
Scientific classification
CORDIS: Technological sciences
FOS: Engineering and technology
Other information
Authenticus ID: P-00V-QS4
Resumo (PT):
Abstract (EN): Offshore wind with high energy density and low turbulence has attracted the global scientific community towards the development of the Offshore Wind Turbines (OWTs). Today, most of the shallow water sites are already occupied, and the industry is looking to install turbines at the deep water sites (water depth > 50m). However, an OWT support structure designed with the conventional concepts becomes massive and expensive in deeper waters. In contrast, floating OWTs are more expansive than the bottom supported ones, and considered suitable for a water depth of 60 m or more. A novel support structure concept termed a 'bottom supported tension leg tower' (BSTLT) has been proposed recently and the possibility of using bottom supported structures in deeper waters is shown. In this paper, an extension of the BSTLT concept has been achieved using inclined tethers with a monopile. The preliminary technical feasibility including the sensitivity of the natural frequencies and dynamic analyses considering the in-place operating and the extreme design conditions has been studied for 50 m water depth. The results show that the proposed concept can be utilized to make the monopile based support structures more costefficient for the water depth stated above.
Language: English
Type (Professor's evaluation): Scientific
No. of pages: 10
Documents
We could not find any documents associated to the publication with allowed access.
Related Publications

Of the same journal

Renewable Energy and Oceanic Structures: Part IV (2020)
Another Publication in an International Scientific Journal
Correia, JAFO; Tiago Ferradosa; Zhu, SP; Abilio M P De Jesus
Renewable Energy and Oceanic Structures: Part III (2020)
Another Publication in an International Scientific Journal
Correia, JAFO; Mendes, P; Tiago Ferradosa; Zhu, SP
Preface: Advanced Research on Offshore Structures and Foundation Design: Part 2 (2020)
Another Publication in an International Scientific Journal
Tiago Ferradosa; Paulo Rosa Santos; Francisco Taveira Pinto; D. Pavlou; F-P. Gao; Hermes Carvalho; Sara Oliveira Pinto
Editorial: Renewable Energy and Oceanic Structures: Part II (2019)
Another Publication in an International Scientific Journal
Correia, JAFO; Tiago Ferradosa; J. M. Castro; Pavlou, DG; Abilio M P De Jesus
Editorial: Renewable Energy and Oceanic Structures: Part I (2019)
Another Publication in an International Scientific Journal
Correia, JAFO; Tiago Ferradosa; J. M. Castro; Fantuzzi, N; Abilio M P De Jesus

See all (21)

Recommend this page Top
Copyright 1996-2025 © Faculdade de Direito da Universidade do Porto  I Terms and Conditions  I Acessibility  I Index A-Z
Page created on: 2025-07-12 at 20:10:29 | Privacy Policy | Personal Data Protection Policy | Whistleblowing