Dottorato di Ricerca Ciclo XXVII - Dipartimento di Ingegneria Civile e ...

Dottorato di RicercaHannover, Germany, pp. 33-37.Kudella, M.; Oumeraci, H. (2009): Untersuchungen von Küstenschutzbauwerken mit dem numerischenRANS-Modell COBRAS. Proc. 7. FZK-Kolloquium "Potentiale für die Maritime Wirtschaft" , Hannover,Germany, pp. 39-44.Oumeraci, H.; Pförtner, S.; Kudella, M.; Kortenhaus, A. (2009): Ocean Brick System (OBS) as a foundationstructure for offshore wind turbine - An experimental study for wave loads and stability. Proc. InternationalConference "Coasts, Marine Structures and Breakwater 2009", Edinburgh, UK (submitted).Pförtner, S.; Oumeraci, H.; Kortenhaus, A. (2009): Hydraulische Modellversuche für ein neuartigesGründungssystem für Offshore-Bauwerke. Proc. 7. FZK-Kolloquium "Potentiale für die Maritime Wirtschaft",Hannover, Germany, pp. 157-165.Prepernau, U.; Wang, Z.; Grüne, J.; Oumeraci, H. (2009): Welleninduzierte Kolkung um einen Monopile.Proc. 7. FZK-Kolloquium "Potentiale für die Maritime Wirtschaft", Hannover, Germany, pp. 69-74.Reimann, S.; Husrin, S.; Strusinska, A.; Oumeraci, H. (2009): Damping tsunami and storm waves by coastalforests - parameterisation and hydraulic model tests. Proc. 7. FZK-Kolloquium "Potentiale für die MaritimeWirtschaft" , Hannover, Germany, pp. 21-26.Staal, T.; Kudella, M.; Oumeraci, H. (2009): Untersuchungen zur Vorbemessung eines innovativenDeckwerkes für den Küstenschutz. Proc. 7. FZK-Kolloquium "Potentiale für die Maritime Wirtschaft",Hannover, Germany, pp. 51-56.Strusinska, A.; Oumeraci, H. (2009): Hydraulische Auswirkungen künstlicher Riffe auf Tsunamiwellen -Laboruntersuchungen. 7. FZK-Koloquium, Hannover, Germany, pp. 15-19.Strusinska, A.; Oumeraci, H. (2009): Artificial reef as alternative protection against tsunami - experimentalstudy on tsunami transformation over a submerged structure of finite width. Proceedings of the WCEE-ECCE-TCEE Joint Conference on Earthquake and Tsunami, Istanbul, Turkey.Oumeraci, H.; Koether, G. (2008): Hydraulic performance of a submerged wave absorber for coastalprotection. Advances in Ocean and Coastal Engineering. World Scientific, Invited paper, 36 p.Newe, J.; Oumeraci, H.; Kortenhaus, A. (2006): Simulation of beach profile evolution under storm surgeconditions in large wave flumes. Proceedings 30th International Conference Coastal Engineering (ICCE),Volume 3, San Diego, California, USA, pp. 2579-2590.Stanczak, G.; Oumeraci, H.; Kortenhaus, A. (2006): Breaching of sea dikes initiated by breaking wave impacton the seaward slope. Proceedings 30th International Conference Coastal Engineering (ICCE), Volume 3,San Diego, California, USA, pp. 2880-2892.Geisenhainer, P.; Kortenhaus, A.; Oumeraci, H. (2006): Small- scale experiments for investigation of breachdevelopment of sea dikes. Proc. Conference on the Application of Physical Modelling to Port and CoastalProtection (CoastLab'06), International Association of Hydraulic Engineering and Research (IAHR), vol. 1,Porto, Portugal, pp. 287- 298.D'Eliso, C.; Oumeraci, H.; Kortenhaus, A. (2006): Breaching of coastal dikes induced by wave overtopping.Proceedings 30th International Conference Coastal Engineering (ICCE), ASCE, Volume 3, San Diego, USA,pp. 2844-2856.Schüttrumpf, H.; Oumeraci, H. (2006): Layer thickness and velocities of wave overtopping flow at seadikes.Coastal Engineering, vol. 52, no. 8, pp. 473-495.PROCESSI, MATERIALI E COSTRUZIONI IN INGEGNERIA CIVILE E AMBIENTALE EPER IL PATRIMONIO STORICO-MONUMENTALEPagina 28 di 33