Zobrazeno 1 - 10
of 12
pro vyhledávání: '"Gulizar Ozyurt Tarakcioglu"'
Publikováno v:
Journal of Marine Science and Engineering, Vol 11, Iss 3, p 638 (2023)
Wave overtopping is a critical parameter in the design of coastal defense structures. Nowadays, several empirical formulations based on small-scale experiments are available in the literature to predict the mean overtopping discharge at dikes on shal
Externí odkaz:
https://doaj.org/article/3cea58ecf5d643518938c34694037243
Publikováno v:
Ocean Engineering. 185:82-99
Reduction of wave overtopping at urban coastal structures is a significant concern as uncontrolled flooding, and the wave forces disrupt the daily flow of the urban life causing damage to people, structures and economy. However, the design of these s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8e545c95040c336a162c100a9073bd9b
https://doi.org/10.1016/j.oceaneng.2019.05.033
https://doi.org/10.1016/j.oceaneng.2019.05.033
Autor:
Andrey Zaytsev, Gozde Guney Dogan, Gulizar Ozyurt Tarakcioglu, Bora Yalciner, Ahmet Cevdet Yalciner, Efim Pelinovsky, Ayse Duha Metin, Ira Didenkulova
Meteotsunamis are long waves generated by displacement of a water body due to atmospheric pressure disturbances that have similar spatial and temporal characteristics to landslide tsunamis. NAMI DANCE that solves the nonlinear shallow water equations
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::66ba109d31fd94925411110451425218
https://aperta.ulakbim.gov.tr/record/230102
https://aperta.ulakbim.gov.tr/record/230102
Publikováno v:
Ocean Engineering. 250:110958
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c184937cb3e0b2009ae458a9741aee41
https://doi.org/10.1016/j.oceaneng.2022.110958
https://doi.org/10.1016/j.oceaneng.2022.110958
Autor:
Aysen Ergin, Semih Bezazoglu, Dogukan Atak, Cüneyt Baykal, Gulizar Ozyurt Tarakcioglu, Isikhan Guler
Publikováno v:
Coastal Engineering Proceedings. :40
In this study, the stability and serviceability (wave overtopping) of hardly-reshaping berm breakwater of Ordu-Giresun International Airport and four alternative cross-sections of fully- and partly-reshaping berm breakwaters are assessed by physical
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cb41dff7346ad5a0f2dc6d44d5712a22
https://doi.org/10.9753/icce.v36.structures.40
https://doi.org/10.9753/icce.v36.structures.40
Publikováno v:
Coastal Engineering Proceedings. :71
Crest modifications such as a storm wall, parapet or a bullnose are widely used to reduce the wave overtopping over coastal structures where spatial and visual demands restrict the crest heights, especially in urban areas. Although reduction factors
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c427d01fcde905db48ea47d3ad82ea0c
https://doi.org/10.9753/icce.v36.structures.71
https://doi.org/10.9753/icce.v36.structures.71
Publikováno v:
Coastal Engineering Proceedings. :12
This study presents the results of a numerical modeling study on the harbor agitation in case of offshore ship waves using SWASH (acronym for Simulating WAves till SHore), a numerical model developed for the simulating unsteady, non-hydrostatic, free
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49359fc91b3721f717cb0732e3e13489
https://doi.org/10.9753/icce.v36.currents.12
https://doi.org/10.9753/icce.v36.currents.12
A vertical wall with an overhanging horizontal cantilever slab was tested in a small-scale test setup (with a scale of 1:20) under wave impact (impulsive) loads. A single breaking wave creates two distinct sequential impacts on the vertical and horiz
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::70d298c6065fbce0e4f8c544c2d1314d
https://avesis.deu.edu.tr/publication/details/0819c198-fed5-4b56-8d9f-eeae71d57776/oai
https://avesis.deu.edu.tr/publication/details/0819c198-fed5-4b56-8d9f-eeae71d57776/oai
Autor:
S. Sassa, Regula Frauenfelder, Agnieszka Strusinska-Correia, A. Kortenhaus, G. Kaiser, Ahmet Cevdet Yalciner, Taro Arikawa, Dogan Kisacik, Sylfest Glimsdal, Gozde Guney Dogan, Naeimeh Sharghivand, Dieter Issler, Finn Løvholt, Carl B. Harbitz, Hasan Gokhan Guler, Gulizar Ozyurt Tarakcioglu, Y. Maruyama, Y. Nakamura, Utku Kânoğlu, Cüneyt Baykal
The 2011 Tohoku event showed the massive destruction potential of tsunamis. The Euro-Japan "Risk assessment and design of prevention structures for enhanced tsunami disaster resilience (RAPSODI)" project aimed at using data from the event to evaluate
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::25160d84c3f93e8d43fd680a9a4f5cda
http://hdl.handle.net/11250/2426099
http://hdl.handle.net/11250/2426099
Publikováno v:
Coastal Engineering Proceedings. 1:18
Pile type breakwaters, being a permeable and porous structure, come forward as an alternative design approach if appropriate. Aim of this study is to understand the transmission phenomenon of waves passing through two row piled breakwater system. The
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::46b427cba3425bdb30de39e01c9bfc8b
https://doi.org/10.9753/icce.v34.posters.18
https://doi.org/10.9753/icce.v34.posters.18