Jose-Santos Lopez-Gutierrez

Prof. Dr. Jose-Santos Lopez-Gutierrez

Universidad Politécnica de Madrid (UPM). Dept Ingeniería Civil: Hidráulica, Energía y Medio Ambiente. C/ Profesor Aranguren, CP 28040, Madrid, Spain
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Research Focus & Metrics

Academic Career Length

20Years (2007-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 February 2011 in Renewable Energy
Verified
Journal Article
Closed access
M. Dolores EstebanM. Dolores Esteban
M. Dolores Esteban
JDJ. Javier Diez
J. Javier Diez
Jose-Santos Lopez-GutierrezJose-Santos Lopez-Gutierrez
Jose-Santos Lopez-Gutierrez
VNVicente Negro
Vicente Negro

1 March 2017 in Ocean Engineering
Verified
Journal Article
Closed access
VNVicente Negro
Vicente Negro
Jose-Santos Lopez-GutierrezJose-Santos Lopez-Gutierrez
Jose-Santos Lopez-Gutierrez
M. Dolores EstebanM. Dolores Esteban
M. Dolores Esteban
PAPablo Alberdi
Pablo Alberdi
MIMario Imaz
Mario Imaz
JSJosé-María Serraclara
José-María Serraclara

1 September 2013 in Renewable Energy
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Journal Article
Open access
CMClara Matutano
Clara Matutano
VNVicente Negro
Vicente Negro
Jose-Santos Lopez-GutierrezJose-Santos Lopez-Gutierrez
Jose-Santos Lopez-Gutierrez
M. Dolores EstebanM. Dolores Esteban
M. Dolores Esteban

Verified
Journal Article
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SSSergio Sanchez
Sergio Sanchez
Jose-Santos Lopez-GutierrezJose-Santos Lopez-Gutierrez
Jose-Santos Lopez-Gutierrez
Vicente NegroVicente Negro
Vicente Negro
M. Dolores EstebanM. Dolores Esteban
M. Dolores Esteban
Renewable energies are the future, and offshore wind is undoubtedly one of the renewable energy sources for the future. Foundations of offshore wind turbines are essential for its right development. There are several types: monopiles, gravity-based structures, jackets, tripods, floating support, etc., being the first ones that are most used up to now. This manuscript begins with a review of the offshore wind power installed around the world and the exposition of the different types of foundations in the industry. For that, a database has been created, and all the data are being processed to be exposed in clear graphic summarizing the current use of the different foundation types, considering mainly distance to the coast and water depth. Later, the paper includes an analysis of the evolution and parameters of the design of monopiles, including wind turbine and monopile characteristics. Some monomials are considered in this specific analysis and also the soil type. So, a general view of the current state of monopile foundations is achieved, based on a database with the offshore wind farms in operation.

3 March 2016 in Journal of Coastal Research
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Journal Article
Closed access
MMMario Martín-Antón
Mario Martín-Antón
VNVicente Negro
Vicente Negro
JCJosé María del Campo
José María del Campo
Jose-Santos Lopez-GutierrezJose-Santos Lopez-Gutierrez
Jose-Santos Lopez-Gutierrez
M. Dolores EstebanM. Dolores Esteban
M. Dolores Esteban
Martín-Antón, M.; Negro, V.; del Campo, J.M., López-Gutiérrez, J.S., and Esteban M.D., 2016. Review of coastal Land Reclamation situation in the World. In: Vila-Concejo, A.; Bruce, E.; Kennedy, D.M., and McCarroll, R.J. (eds.), Proceedings of the 14th International Coastal Symposium (Sydney, Australia). Journal of Coastal Research, Special Issue, No. 75, pp. 667–671. Coconut Creek (Florida), ISSN 0749-0208. Land reclamation from the sea has been occurring since ancient times, especially in harbors. The vast majority of the world's docks now occupy spaces that were once water and this heavily influences the coastal landscape. Japan has been one of the country's most needing to expand into the sea due to its topography and land requirements for agriculture, urbanization and, especially, industries and port facilities. Ninety per cent of Tokyo Bay's coastline is reclaimed land, which is almost 250 km2 of new land. In the 21st century, this disproportionate conquest of the sea has shifted to other co...

1 March 2014 in Renewable Energy
Verified
Journal Article
Open access
VNVicente Negro
Vicente Negro
Jose-Santos Lopez-GutierrezJose-Santos Lopez-Gutierrez
Jose-Santos Lopez-Gutierrez
M. Dolores EstebanM. Dolores Esteban
M. Dolores Esteban
CMClara Matutano
Clara Matutano
Offshore wind industry has exponentially grown in the last years. Despite this growth, there are still many uncertainties in this field. This paper analyzes some current uncertainties in the offshore wind market, with the aim of going one step further in the development of this sector. To do this, some already identified uncertainties compromising offshore wind farm structural design have been identified and described in the paper. Examples of these identified uncertainties are the design of the transition piece and the difficulties for the soil properties characterization. Furthermore, this paper deals with other uncertainties not identified yet due to the limited experience in the sector. To do that, current and most used offshore wind standards and recommendations related to\ud the design of foundation and support structures (IEC 61400-1, 2005; IEC 61400-3, 2009; DNV-OS-J101, Design of Offshore Wind Turbine, 2013 and Rules and Guidelines Germanischer Lloyd, WindEnergie, 2005) have been analyzed. These new identified uncertainties are related to the lifetime and return period, loads combination, scour phenomenon and its protection, Morison e Froude Krilov and\ud diffraction regimes, wave theory, different scale and liquefaction. In fact, there are a lot of improvements to make in this field. Some of them are mentioned in this paper, but the future experience in the matter will make it possible to detect more issues to be solved and improved