Numerical modeling of the offshore wind turbine monopile foundation under environmental loading

Name: Numerical modeling of the offshore wind turbine monopile foundation under environmental loading
Author: Fard, Maryam Massah, Erken, A., Erkmen, Bülent, Ansal, Mustafa Atilla

İsim	Numerical modeling of the offshore wind turbine monopile foundation under environmental loading
Yazar	Fard, Maryam Massah, Erken, A., Erkmen, Bülent, Ansal, Mustafa Atilla
Basım Tarihi:	2019
Basım Yeri	- CRC Press
Tür	Belge
Dil	İngilizce
Dijital	Evet
Yazma	Hayır
Kütüphane:	Özyeğin Üniversitesi
Demirbaş Numarası	978-036714328-2
Kayıt Numarası	7531c4c9-f046-4b9b-b6f0-e9b041a0364e
Lokasyon	Civil Engineering
Tarih	2019
Örnek Metin	Prediction of dynamic performance of an offshore wind turbine requires consideration of many different design parameters. Beside the superstructure, foundation also plays an important role both functionally and financially in their design. In this study, numerical dynamic analysis of an offshore wind turbine with a monopile foundation is performed under wave action that may lead to liquefaction around pile diameter due to the cyclic stresses induced by the pile displacements. The effects of foundation characteristic such as monopile diameter and its embedment depth are investigated. The results in terms of displacements, excess pore water pressure, and inertial forces are presented and discussed. Findings are considered to give better estimation of the dynamic performance and liquefaction susceptibility of the offshore wind turbines foundations under cyclic loads induced by the pile displacements.
Editör	Silvestri, F., Moraci, N.

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Numerical modeling of the offshore wind turbine monopile foundation under environmental loading

Yazar Fard, Maryam Massah, Erken, A., Erkmen, Bülent, Ansal, Mustafa Atilla

Basım Tarihi 2019

Basım Yeri - CRC Press

Tür Belge

Dil İngilizce

Dijital Evet

Yazma Hayır

Kütüphane Özyeğin Üniversitesi

Demirbaş Numarası 978-036714328-2

Kayıt Numarası 7531c4c9-f046-4b9b-b6f0-e9b041a0364e

Lokasyon Civil Engineering

Tarih 2019

Örnek Metin Prediction of dynamic performance of an offshore wind turbine requires consideration of many different design parameters. Beside the superstructure, foundation also plays an important role both functionally and financially in their design. In this study, numerical dynamic analysis of an offshore wind turbine with a monopile foundation is performed under wave action that may lead to liquefaction around pile diameter due to the cyclic stresses induced by the pile displacements. The effects of foundation characteristic such as monopile diameter and its embedment depth are investigated. The results in terms of displacements, excess pore water pressure, and inertial forces are presented and discussed. Findings are considered to give better estimation of the dynamic performance and liquefaction susceptibility of the offshore wind turbines foundations under cyclic loads induced by the pile displacements.

Editör Silvestri, F., Moraci, N.