Abstract
The development of a cost-effective wind turbine system of floating-type is of interest in the renewable energy industry. A study on the SPAR-type floating foundations using reinforced concrete was carried out. Regular and irregular wave experiments were performed for 1/100 scale models of the prototypes. Three models were examined, i.e., a uniform cylinder moored at the gravity center, a uniform cylinder moored at the upper position, and a stepped-type floating cylinder moored at the upper position. Higher attachment of the mooring lines gave smaller response in pitch. The stepped-type SPAR had smaller response characteristics in heave and pitch than the simple SPAR. This is an abstract of a paper presented at the 2009 International Offshore and Polar Engineering Conference (Osaka, Japan 6/21-26/2009).
| Original language | English |
|---|---|
| Title of host publication | The Proceedings of the 19th (2009) International OFFSHORE AND POLAR ENGINEERING CONFERENCE |
| Publication status | Published - 2009 |
| Externally published | Yes |
| Event | 19th (2009) International OFFSHORE AND POLAR ENGINEERING CONFERENCE - Osaka, Japan Duration: Jun 21 2009 → Jun 26 2009 |
Publication series
| Name | Proceedings of the International Offshore and Polar Engineering Conference |
|---|---|
| ISSN (Print) | 1098-6189 |
| ISSN (Electronic) | 1555-1792 |
Other
| Other | 19th (2009) International OFFSHORE AND POLAR ENGINEERING CONFERENCE |
|---|---|
| Country/Territory | Japan |
| City | Osaka |
| Period | 6/21/09 → 6/26/09 |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 7 Affordable and Clean Energy
All Science Journal Classification (ASJC) codes
- Energy Engineering and Power Technology
- Ocean Engineering
- Mechanical Engineering
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