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pro vyhledávání: '"H. Ercan Taşan"'
Autor:
H. Ercan Taşan
Publikováno v:
Uludağ University Journal of The Faculty of Engineering, Vol 22, Iss 1, Pp 219-234 (2017)
Açık deniz tekil kazık temelleri rüzgar ve dalga kaynaklı ağır tekrarlı yatay yüklere maruz kalmaktadır. Bu yükler nedeniyle kalıcı zemin deplasmanları ve suya doygun zeminde aşırı boşluk suyu basıncı birikimi gerçekleşebilmekte
Externí odkaz:
https://doaj.org/article/44e6dfbb11a44c39a23fec0e97c2757f
Autor:
S. Alp Yilmaz, H. Ercan Taşan
Publikováno v:
International Journal of Geotechnical Engineering. 16:934-950
Suction bucket foundations of offshore wind turbines (OWTs) are subjected to cyclic loads induced by wind and waves. The behaviour of buckets embedded in saturated sandy soil subjected to cyclic ax...
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a314e3df6a6ec0dfdba4ccb54d60a105
https://doi.org/10.1080/19386362.2021.1995139
https://doi.org/10.1080/19386362.2021.1995139
Autor:
H. Ercan Taşan
Publikováno v:
Bautechnik. 92:595-604
Saugrohrgrundungen stellen eine alternative Grundungsmoglichkeit fur Offshore-Bauwerke dar. Sie konnen, im Gegensatz zu den in der Regel eingesetzten Rammpfahlen, weitgehend schallemissionsfrei in den Baugrund eingebracht werden. Bei der Dimensionier
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6085971fcbe5fe5f15038762accbd523
https://doi.org/10.1002/bate.201500026
https://doi.org/10.1002/bate.201500026
Autor:
S. Alp Yilmaz, H. Ercan Taşan
Publikováno v:
Applied Ocean Research. 91:101905
Suction buckets differ with their easy and cost-efficient installation technique from other foundation types for offshore wind turbines. For successful completion of their installation process, suction is essential, but the imposed seepage leads to t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::06182a6421fa612041bce38b529f0a85
https://doi.org/10.1016/j.apor.2019.101905
https://doi.org/10.1016/j.apor.2019.101905
Autor:
H. Ercan Taşan
Publikováno v:
Volume: 22, Issue: 1 219-234
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Uludağ University Journal of The Faculty of Engineering, Vol 22, Iss 1, Pp 219-234 (2017)
Uludağ Üniversitesi Mühendislik Fakültesi Dergisi
Uludağ University Journal of The Faculty of Engineering, Vol 22, Iss 1, Pp 219-234 (2017)
Açık deniz tekil kazık temelleri rüzgar ve dalga kaynaklıağır tekrarlı yatay yüklere maruz kalmaktadır. Bu yükler nedeniyle kalıcı zemindeplasmanları ve suya doygun zeminde aşırı boşluk suyu basıncı birikimigerçekleşebilmektedir
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::841d9391adb9284e1f0ebdb61b9962a8
https://dergipark.org.tr/tr/pub/uumfd/issue/28491/310966
https://dergipark.org.tr/tr/pub/uumfd/issue/28491/310966
Publikováno v:
Volume: 29, Issue: 2
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Gazi Üniversitesi Mühendislik Mimarlık Fakültesi Dergisi
Açık deniz rüzgar türbin tasarımında yaygın olarak kullanılan geniş çaplı tekil kazıklar ağır rüzgar ve dalga yüküne maruz kalırlar. Söz konusu temel sistemlerinin davranışının incelenmesine ve güvenlikli tasarım yöntemlerin
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7af4ba509fbb8d034093334bfbbd80b3
https://doi.org/10.17341/gummfd.77259
https://doi.org/10.17341/gummfd.77259
Publikováno v:
International Journal of Applied Mathematics and Computer Science 4 (22): 883-896 (2012)
The dynamical investigation of two-component poroelastic media is important for practical applications. Analytic solution methods are often not available since they are too complicated for the complex governing sets of equations. For this reason, oft
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b9978eea73ea5c6f8c89d2613727f3a0
Autor:
Taşan, H. Ercan1 tasan@tradyna.com
Publikováno v:
Bautechnik. Sep2015, Vol. 92 Issue 9, p595-604. 10p.
Conference
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Autor:
Thomas Benz, Steinar Nordal
Numerical Methods in Geotechnical Engineering contains 153 scientific papers presented at the 7th European Conference on Numerical Methods in Geotechnical Engineering, NUMGE 2010, held at Norwegian University of Science and Technology (NTNU) in Trond