Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Søren Peder Hyldal Sørensen"'
Autor:
Søren Peder Hyldal Sørensen, Anders Hust Augustesen, Mikkel Traberg Larsen, Martin Underlin Østergaard, Claus Kramhøft
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9789811323058
The paper focusses on quantifying how accurately current design approaches predict eigenfrequencies of wind turbines based on on-site measurements of accelerations, converted to eigenfrequencies, for a number of operating wind turbines in a recently
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::95958bf22a90e9956deebcb5214f61e2
https://doi.org/10.1007/978-981-13-2306-5_25
https://doi.org/10.1007/978-981-13-2306-5_25
Publikováno v:
Sørensen, S P H, Ibsen, L B & Foglia, A 2015, ' Testing of Laterally Loaded Rigid Piles with Applied Overburden Pressure ', International Journal of Offshore and Polar Engineering, vol. 25, no. 2, pp. 120-126 . https://doi.org/10.17736/ijope.2015.tm76
Small-scale tests have been conducted to investigate the quasi-static behaviour of laterally loaded, non-slender piles installed in cohesionless soil. For that purpose, a new and innovative test setup has been developed. The tests have been conducted
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3418d93ffebd46335c474289dc257324
https://doi.org/10.17736/ijope.2015.tm76
https://doi.org/10.17736/ijope.2015.tm76
Publikováno v:
Sørensen, S P H & Ibsen, L B 2013, ' Assessment of Foundation Design for Offshore Monopiles Unprotected Against Scour ', Ocean Engineering, vol. 63, pp. 17-25 . https://doi.org/10.1016/j.oceaneng.2013.01.016
When designing offshore monopiles without scour protection, the stiffness of the foundation will vary with time due to the dependency of the scour depth on current and sea conditions. Currently, design regulations of organizations such as Det Norske
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ea6d4ea17fb56e682be8b30403b7f826
https://doi.org/10.1016/j.oceaneng.2013.01.016
https://doi.org/10.1016/j.oceaneng.2013.01.016
Publikováno v:
Numerical Methods in Geotechnical Engineering ISBN: 9780429206191
For modern offshore wind turbines several types of foundations exist. The choice of foundation depends on site and loading conditions. An often used foundation concept is monopiles, which are single steel pipe piles driven open-ended. Recently instal
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9ef60128bd083d96c9b1d2ca5c015bdb
https://doi.org/10.1201/b10551-166
https://doi.org/10.1201/b10551-166
Autor:
Anders Hust Augustesen, M. Møller, Lars Bo Ibsen, K. T. Brødbæk, Søren Peder Hyldal Sørensen, Lars Vabbersgaard Andersen
Publikováno v:
Augustesen, A H, Sørensen, S P H, Ibsen, L B, Andersen, L, Møller, M & Brødbæk, K T 2010, Comparison of Calculation Approaches for Monopiles for Offshore Wind Turbines . in S A Nielsen (ed.), Program Review, July 2009-June 2010 : Joint Research and Development: Innovative Foundation Solutions . MBD Offshore Power A/S and Aalborg University, Aalborg .
Augustesen, A H, Sørensen, S P H, Ibsen, L B, Andersen, L, Møller, M & Brødbæk, K T 2010, Comparison of Calculation Approaches for Monopiles for Offshore Wind Turbines . in T Benz & S Nordal (eds), Numerical Methods in Geotechnical Engineering : proceedings of the seventh european conference on numerical methods in geotechnical engineeering, Trondheim, Norway, 2-4 june 2010 . CRC Press, London, pp. 901-906, The European Conference on Numerical Methods in Geotechnical Engineering, Trondheim, Norway, 02/06/2010 .
Aarhus University
Numerical Methods in Geotechnical Engineering ISBN: 9780429206191
Augustesen, A H, Sørensen, S P H, Ibsen, L B, Andersen, L, Møller, M & Brødbæk, K T 2010, Comparison of Calculation Approaches for Monopiles for Offshore Wind Turbines . in T Benz & S Nordal (eds), Numerical Methods in Geotechnical Engineering : proceedings of the seventh european conference on numerical methods in geotechnical engineeering, Trondheim, Norway, 2-4 june 2010 . CRC Press, London, pp. 901-906, The European Conference on Numerical Methods in Geotechnical Engineering, Trondheim, Norway, 02/06/2010 .
Aarhus University
Numerical Methods in Geotechnical Engineering ISBN: 9780429206191
Large-diameter (4 to 6m) monopiles are often used as foundations for offshore wind turbines. The monopiles are subjected to large horizontal forces and overturning moments and they are traditionally designed based on the p-y curve method (Winkler typ
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::5903a6a0152f84f43ea9bf57fd513d63
https://vbn.aau.dk/da/publications/b5a6737d-d598-4155-8b90-1d8fd283a3e9
https://vbn.aau.dk/da/publications/b5a6737d-d598-4155-8b90-1d8fd283a3e9
Autor:
Anders Hust Augustesen, Brødbæk, K. T., Møller, M., Søren Peder Hyldal Sørensen, Lars Bo Ibsen, Thomas Schmidt Pedersen, Lars Vabbersgaard Andersen
Publikováno v:
Augustesen, A H, Brødbæk, K T, Møller, M, Sørensen, S P H, Ibsen, L B, Pedersen, T S & Andersen, L 2010, Numerical Modelling of Large-Diameter Steel Piles at Horns Rev . in S A Nielsen (ed.), Program Review, July 2009-June 2010 : Joint Research and Development: Innovative Foundation Solutions . MBD Offshore Power A/S and Aalborg University, Aalborg, The Twelfth International Conference on Civil, Structural and Environmental Engineering Computing, Athens, Greece, 02/09/2008 .
Augustesen, A H, Brødbæk, K T, Møller, M, Sørensen, S P H, Ibsen, L B, Pedersen, T S & Andersen, L 2009, Numerical Modelling of Large-Diameter Steel Piles at Horns Rev . in B H V Topping, L F C Neves & R C Barros (eds), Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing . Civil-Comp Press, Civil-Comp Proceedings, no. 91, The International Conference on Civil, Structural and Environmental, Funchal, Madeira, Portugal, 01/09/2009 .
Aarhus University
Augustesen, A H, Brødbæk, K T, Møller, M, Sørensen, S P H, Ibsen, L B, Pedersen, T S & Andersen, L 2009, Numerical Modelling of Large-Diameter Steel Piles at Horns Rev . in B H V Topping, L F C Neves & R C Barros (eds), Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing . Civil-Comp Press, Civil-Comp Proceedings, no. 91, The International Conference on Civil, Structural and Environmental Engineering Computing, Funchal, Madeira, Portugal, 01/09/2009 .
Augustesen, A H, Brødbæk, K T, Møller, M, Sørensen, S P H, Ibsen, L B, Pedersen, T S & Andersen, L 2009, Numerical Modelling of Large-Diameter Steel Piles at Horns Rev . in B H V Topping, L F C Neves & R C Barros (eds), Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing . Civil-Comp Press, Civil-Comp Proceedings, no. 91, The International Conference on Civil, Structural and Environmental, Funchal, Madeira, Portugal, 01/09/2009 .
Aarhus University
Augustesen, A H, Brødbæk, K T, Møller, M, Sørensen, S P H, Ibsen, L B, Pedersen, T S & Andersen, L 2009, Numerical Modelling of Large-Diameter Steel Piles at Horns Rev . in B H V Topping, L F C Neves & R C Barros (eds), Proceedings of the Twelfth International Conference on Civil, Structural and Environmental Engineering Computing . Civil-Comp Press, Civil-Comp Proceedings, no. 91, The International Conference on Civil, Structural and Environmental Engineering Computing, Funchal, Madeira, Portugal, 01/09/2009 .
Today large-diameter monopiles are the most common foundation type used for large offshore wind farms. This paper aims to investigate the behaviour of monopiles under monotonic loading taking the interaction between the pile and the subsoil into acco
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::1c123bed20578082d270d0fea3853909
https://vbn.aau.dk/da/publications/df325617-d862-49b7-82c0-df75d7a9cd82
https://vbn.aau.dk/da/publications/df325617-d862-49b7-82c0-df75d7a9cd82
Publikováno v:
Sørensen, S P H, Ibsen, L B & Frigaard, P 2010, Experimental Evaluation of Backfill in Scour Holes around Offshore Monopiles . in S Gouvenec & D White (eds), Frontiers in Offshore Geotechnics II : proceedings of the 2nd international symposium on frontiers in offshore geotechnics, Perth, australia, 8-10 novemver 2010 . CRC Press/Balkema, Leiden, The Netherlands, pp. 617-622, The 2nd International Symposium on Frontiers in Offshore Geotechnics, Perth, Australia, 08/11/2010 .
Sørensen, S P H, Ibsen, L B & Frigaard, P 2010, ' Experimental Evaluation of Backfill in Scour Holes Around Offshore Monopiles ' .
Sørensen, S P H, Ibsen, L B & Frigaard, P 2010, Experimental Evaluation of Backfill in Scour Holes around Offshore Monopiles . in S A Nielsen (ed.), Program Review, July 2009-June 2010 : Joint Research and Development: Innovative Foundation Solutions . MBD Offshore Power A/S and Aalborg University, Aalborg .
Frontiers in Offshore Geotechnics II ISBN: 9780429213038
Sørensen, S P H, Ibsen, L B & Frigaard, P 2010, ' Experimental Evaluation of Backfill in Scour Holes Around Offshore Monopiles ' .
Sørensen, S P H, Ibsen, L B & Frigaard, P 2010, Experimental Evaluation of Backfill in Scour Holes around Offshore Monopiles . in S A Nielsen (ed.), Program Review, July 2009-June 2010 : Joint Research and Development: Innovative Foundation Solutions . MBD Offshore Power A/S and Aalborg University, Aalborg .
Frontiers in Offshore Geotechnics II ISBN: 9780429213038
When a monopile is installed in sandy or silty soil a scour hole will form around the pile due to erosion. A scour protection consisting of rock infill can be employed to protect against the forming of a scour hole. As scour protection is highly expe
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::27495dfffdc0d6a4cfbb24772b4fd858
https://vbn.aau.dk/da/publications/d4dc8dff-8dfd-4475-96df-412f285a84b1
https://vbn.aau.dk/da/publications/d4dc8dff-8dfd-4475-96df-412f285a84b1
These proceedings gather a selection of refereed papers presented at the 1st Vietnam Symposium on Advances in Offshore Engineering (VSOE 2018), held on 1–3 November 2018 in Hanoi, Vietnam.The contributions from researchers, practitioners, policymak