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Au cours du xviiie siècle, la promenade devient une pratique habituelle, d’abord comme passe-temps social, ensuite comme activité solitaire et rêveuse. Les écrivains s’approprient alors cette pratique, et les pensées ou rêveries qu’elle suscite, pour les raconter ou les décrire. La réflexion collective dont ce volume se fait l’écho est partie de l’intuition que cette nouvelle habitude de déplacement dans l’espace – déplacement sans but, gratuit, et à pied – a influencé d’un même mouvement les modes de pensée et les modes d’écriture. On s’intéresse ici à la diffusion concrète du modèle pérégrin proposé par Rousseau dans des textes oubliés par la généalogie de l’essai : si ceux-ci n’ont pas laissé de véritables traces dans l’imaginaire du genre, ils n’en ont pas moins contribué à créer et à répandre des pratiques d’écriture et des postures d’écrivain, qui ont sans aucun doute joué un rôle fondamental dans la constitution progressive d’une écriture essayiste, avant l’institution du genre.
Literary Reviews --- Literary Theory & Criticism --- littérature --- promenade --- Rousseau
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Due to the ongoing rise in sea level and increases in extreme wave climates, which consequently change the wave climate, coastal structures such as sea dikes and seawalls are exposed to severe and frequent sea storms. Even though much research related to wave–structure interactions has been carried out, it remains one of the most important and challenging topics in the field of coastal engineering. The recent publications in the Special Issue “Wave Interactions with Coastal Structures” in the Journal of Marine Science and Engineering include a wide range of research, including theoretical/mathematical, experimental, and numerical work related to the interaction between sea waves and coastal structures. These publications address conventional coastal hard structures in deep water zones as well as those located in shallow water zones, such as wave overtopping over shallow foreshores with apartment buildings on dikes. The research findings presented help to improve our knowledge of hydrodynamic processes, and the new approaches and developments presented here will be good benchmarks for future work.
shallow waters --- wave energy --- coastal erosion --- beach restoration --- submerged breakwaters --- protected nourishments --- wave overtopping --- coastal safety --- flow velocity --- flow depth --- sea dikes --- overtopping reduction --- force reduction --- oblique waves --- storm return wall --- EurOtop manual --- validation --- wave modelling --- shallow foreshore --- dike-mounted vertical wall --- wave impact loads --- OpenFOAM --- average overtopping discharge --- individual volume --- overtopping flow depth --- overtopping flow velocity --- promenade --- vertical wall --- SWASH --- fluid–structure interaction --- waves --- smoothed particle hydrodynamics --- SPH --- Pont del Petroli --- storm Gloria --- inter-model comparison --- DualSPHysics --- wave pressure --- caisson breakwater --- stability --- RANS model --- solitary wave --- fully nonlinear wave --- three-dimensional wave --- partially submerged cylinder --- hollow circular cylinder --- tsunami --- wave --- bore --- flooding --- debris --- numerical modeling --- SPH–FEM coupling --- coastal structures --- n/a --- fluid-structure interaction --- SPH-FEM coupling
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