Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Lisham Bonakdar"'
Publikováno v:
Coastal Engineering. 118:1-11
In wave-structure interaction, one of the most important phenomena clearly identified is wave run-up on offshore structures. In this study, wave run-up on a slender pile due to non-breaking regular waves is investigated by means of small-scale experi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::20db123d0a878950bd58bbe28d150d79
https://doi.org/10.1016/j.coastaleng.2016.08.008
https://doi.org/10.1016/j.coastaleng.2016.08.008
Autor:
Lisham Bonakdar, Hocine Oumeraci
Publikováno v:
Ocean Engineering. 108:449-461
Closely-spaced piles are the most essential components for the structural safety of some types of coastal and offshore structures. Wave-induced loading of such piles is among the most uncertain issues in the design of pile group-supported marine stru
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cc11c91f10aa706c0f326e9008fb0990
https://doi.org/10.1016/j.oceaneng.2015.08.021
https://doi.org/10.1016/j.oceaneng.2015.08.021
Publikováno v:
Coastal Engineering. 102:49-68
Pile-supported structures commonly found in both offshore (e.g. offshore oil and gas platforms) and coastal environments (e.g. sea bridges, piers and jetties) are generally built by means of a group of piles in different arrangements. The correct pre
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::93a4de9c966bd05534127e0cd02f45f8
https://doi.org/10.1016/j.coastaleng.2015.05.003
https://doi.org/10.1016/j.coastaleng.2015.05.003
Publikováno v:
Journal of Hydroinformatics. 17:226-238
Scour around bridge piers is one of the main causes of bridge failures and is of great importance for hydraulic engineers and scientists. Prediction of the scour depth around piers is complicated, and accurate results are rarely achieved by the exist
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::dffcfa83b3d63b4c8afba4cbc0d043a6
https://doi.org/10.2166/hydro.2014.151
https://doi.org/10.2166/hydro.2014.151
Publikováno v:
Volume 7: Ocean Engineering.
The wave-induced erosion processes involved in the interaction of revetments and dunes are investigated by means of small scale experiments performed in the 3D wave basin of Leichtweiss-Institute for Hydraulic Engineering and Water Resources (LWI) in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a2f38ce81629763d0e845656542abd3c
https://doi.org/10.1115/omae2016-54162
https://doi.org/10.1115/omae2016-54162
Autor:
Amir Etemad-Shahidi, Lisham Bonakdar
Publikováno v:
Applied Ocean Research. 31:197-201
Predicting the stability of armor blocks of breakwaters and revetments is a very important issue in coastal and ocean engineering. Recently, soft computing tools such as artificial neural networks and fuzzy logic have been used to predict the stabili
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1dcc06010f2c0b0a81ae40e22960cbbe
https://doi.org/10.1016/j.apor.2009.08.003
https://doi.org/10.1016/j.apor.2009.08.003
Publikováno v:
Volume 2: CFD and VIV.
A hybrid 2D-3D CFD model is developed for studying water wave loads on a slender pile in a pile group. In the hybrid model approach, a one-way link is established between a model for the far-field and another for studying the fluid-structure interact
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::6401b4f9c3f7742024d457de33074238
https://doi.org/10.1115/omae2014-23636
https://doi.org/10.1115/omae2014-23636
Autor:
Lisham Bonakdar, Hocine Oumeraci
Publikováno v:
Volume 1A: Offshore Technology.
Wave loads on a slender pile within a group of piles are studied by means of (i) large-scale laboratory tests carried out in the Large Wave Flume (GWK) of the Coastal Research Centre (FZK) in Hannover, and (ii) small scale experiments performed in 2
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3f080a5fef5ee161578f94628036d4f7
https://doi.org/10.1115/omae2014-23110
https://doi.org/10.1115/omae2014-23110
Autor:
Amir Etemad-Shahidi, Lisham Bonakdar
Prediction of run-up level is a key task in design of the coastal structures. For the design of the crest level of coastal structures, the wave run-up level with a 2% exceedance probability, Ru2%, is most commonly used. In this study, the performance
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::9e066e14e1fbc44e6fa5782cd01addad
http://www.vliz.be/nl/open-marien-archief?module=ref&refid=211387
http://www.vliz.be/nl/open-marien-archief?module=ref&refid=211387
