Zobrazeno 1 - 10
of 15
pro vyhledávání: '"Anders Hust Augustesen"'
Autor:
Jan Dührkop, Anders Hust Augustesen, Jørgen S. Steenfelt, Magnus Geduhn, Martin U. Østergaard, Pedro Barbosa
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 171:508-517
Iberdrola developed the 350 MW Wikinger offshore windfarm (OWF) in the German Baltic Sea where ground conditions are mainly dominated by deposits of the Upper Quaternary series and post-glacial deposits overlying Cretaceous Upper Chalk (low-density,
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7c3e4f1ad3ea3e2279c2eacfe255db10
https://doi.org/10.1680/jgeen.17.00217
https://doi.org/10.1680/jgeen.17.00217
Publikováno v:
Bautechnik. 94:842-850
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::be785c5edcb660da423ab5d48829b404
https://doi.org/10.1002/bate.201700043
https://doi.org/10.1002/bate.201700043
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:
Offshore Site Investigation Geotechnics 8th International Conference Proceedings
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5bf26ec5ab2d811fe2f9e9430d21d897
https://doi.org/10.3723/osig17.1062
https://doi.org/10.3723/osig17.1062
Autor:
Ole Møller, John Kærgaard Frederiksen, Anders Hust Augustesen, Caspar Thrane Leth, Nik Okkels, Kenny Kataoka Sorensen
Publikováno v:
Møller, O, Frederiksen, J K, Augustesen, A H, Leth, C T, Okkels, N & Sørensen, K K 2016, Design of piles – Danish practice . in ISSMGE-ETC3 International Symposium on Design of Piles in Europe : How did Eurocode 7 change daily practice? . ETC 3 International Symposium on Design of Piles in Europe, Belgium, 28/04/2016 . < https://www.researchgate.net/profile/Kenny_Sorensen/publication/301771286_Design_of_piles_-_Danish_practice/links/57271e4108ae586b21e251bf.pdf >
Aarhus University
Aarhus University
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::6a2cce51638fe687bfc448719c2bebdc
https://pure.au.dk/portal/da/publications/design-of-piles--danish-practice(08cc397c-c7d4-402b-9c8b-d0b37d9b8a93).html
https://pure.au.dk/portal/da/publications/design-of-piles--danish-practice(08cc397c-c7d4-402b-9c8b-d0b37d9b8a93).html
Autor:
Jan Dührkop, Jørgen S. Steenfelt, Pedro Barbosa, Martin U. Østergaard, Magnus Geduhn, Anders Hust Augustesen
Publikováno v:
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering. 171:564-564
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a0a53ea60df7ba1ab561e2b7f907c1a
https://doi.org/10.1680/jgeen.2018.171.6.563
https://doi.org/10.1680/jgeen.2018.171.6.563
Publikováno v:
IABSE Conference, Nara 2015: Elegance in structures.
The Izmit Bay Suspension Bridge, app. 50 km east of Istanbul, crosses the Sea of Samara with a main span of 1550 m. The foundation of the bridge poses interesting challenges in that the bridge site is in a highly seismic region. Moreover the ground p
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::5f81e1fa1055995f2c7b62cb3e8be2fe
https://doi.org/10.2749/222137815815773945
https://doi.org/10.2749/222137815815773945
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
Publikováno v:
Numerical Methods in Geotechnical Engineering ISBN: 9780429206191
Aarhus University
Andersen, L, Burcharth, H F, Andersen, T L & Augustesen, A H 2010, Caisson Movement Caused by Wave Slamming—a Comparison of ABAQUS and FLAC Analyses . 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. 895-900, The European Conference on Numerical Methods in Geotechnical Engineering, Trondheim, Norway, 02/06/2010 .
Aarhus University
Andersen, L, Burcharth, H F, Andersen, T L & Augustesen, A H 2010, Caisson Movement Caused by Wave Slamming—a Comparison of ABAQUS and FLAC Analyses . 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. 895-900, The European Conference on Numerical Methods in Geotechnical Engineering, Trondheim, Norway, 02/06/2010 .
During wave slamming, caisson movement may occur as a combination of sliding along the caisson–foundation interface and local failure in the foundation and seabed. The paper presents a comparison between different techniques applied to the analysis
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::de29c09a85259c7b64d5e77fdde62528
https://doi.org/10.1201/b10551-164
https://doi.org/10.1201/b10551-164
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