... journal computational noise dirac engineering structure cross-section oumeraci breaker cylinder von karman simulation slamming load jacket structure Proceedings of the Thirty-fourth (2024) International Ocean and Polar Engineering Conference Rhodes, Greece, June 16-21, 2024 Copyright © 2024...

.... Owing to higher strength and shorter duration of the impact loading as shown in Fig. 1(a), Oumeraci et al. (2001) reported that such loading might induce soil as well as structural failures of a caisson breakwater. As such, the caisson movements and excess pore water pressure build-up of the foundation...

... (Oumeraci, 1994). Much research has been conducted to improve understanding of interactions between waves and vertical breakwaters. Results have highlighted the complexity and the integrated nature of the problems related to breakwater stability including the uncertainties associated with the prediction...

... pressures. Previous observations (Oumeraci, 1994: Takahashi et al.. 1994: Oumeraci et al.. 1995) have indicated that the impact loads of breaking waves can strongly affect the stability of the vertical wall. triggering even the failure of the breakwater-foundation system. In presence of impulse loads...

...-history of the collapse of vertical breakwaters have revealed the destructive potential of impact loads due to breaking waves and confirmed that in a sea state a large number of impacts can be generated of such severity as to cause the failure of the breakwater-foundation system (Oumeraci, 1994, Takahashi...

..., has led to further studies of the design features involved. Takahashi et al (1994), Oumeraci et al (1995) and Allsop et al (1996a) have pointed out that, in a storm, particular combinations of wave conditions and of mound geometry can generate a large number of impact loads of such force...

.... Through a recent case-history of the collapse of vertical breakwaters it has been possible to point out the destructive potential of these loads (Oumeraci, 1994) and recent research by Takahashi et al. (1994 a, b) Oumeraci et al. (1995) has confirmed that in a sea state a large number of impact loads can...

... (Goda, 1985; Allsop et al., 1996; Calabrese et al., 1996). Previous studies (Oumeraci, 1994; Takahashi et al., 1994; Oumeraci et al., 1995) on the various causes which contribute to the coUapse of such monolithic structures have in fact confirmed that the impact loads of breaking waves not only yield...

... partenscky tautenhain franzius-institut oumeraci investigation breaker steepness kjeldsen breaker type plunging breaker breakwater Proceedings of the Second (1992) International Offshore and Polar Engineering Conference San Francisco, USA, 14-19 June 1992 Copyright © 1992 by The International...