Dogan Kisacik
work address
Technologiepark Zwijnaarde 904
9052 Zwijnaarde
9052 Zwijnaarde
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- 2017
- Hydrodynamic conditions in front of a vertical wall with an overhanging horizontal cantilever slab (
- 2014
- Investigation of uplift impact forces on a vertical wall with an overhanging horizontal cantilever slab (
- 2013
- Structural response due to violent wave impacts on a vertical structure with a cantilevering slab (
- Experimental study of pressure distributions due to the breaking wave impacts (
- Structural response due to violent wave impacts on a vertical structure with a cantilevering slab (
- 2012
- Description of loading conditions due to violent wave impacts on a vertical structure with an overhanging horizontal cantilever slab (
- Loading conditions due to violent wave impacts on coastal structures with cantilever surfaces (
- Experimental study of violent wave impact on a vertical structure with an overhanging horizontal cantilever slab (
- Experimental study of pressure distributions due to the breaking wave impacts (
- Uplift forces on a vertical structure with an overhanging horizontal cantilever slab (
- 2011
- Breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab: irregular waves (
- 2010
- Experimental results of breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab (
- Breaking wave impact on coastal structures with cantilever surfaces (
- Breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab: irregular waves (
- Loads on entrance platforms for offshore wind turbines (