Suction caisson foundations for offshore wind turbines subjected to wave and earthquake loading: effect of soil–foundation interface

Suction caisson foundations for offshore wind turbines subjected to wave and earthquake loading: effect of soil–foundation interface
复制标题

DOI:
10.1680/geot.12.p.179
复制
发表时间:
2014-03
期刊:
影响因子:
5.8
通讯作者:
R. Kourkoulis;P. Lekkakis;F. Gelagoti;A. Kaynia
R. Kourkoulis;P. Lekkakis;F. Gelagoti;A. Kaynia
中科院分区:
工程技术1区
文献类型:
--
作者:
R. Kourkoulis;P. Lekkakis;F. Gelagoti;A. Kaynia

文献摘要

被引文献

相似文献

本文研究了吸力式沉箱基础上风力发电机组在横向单调、循环和地震荷载作用下的响应,并考虑了土-侧壁粘附力的作用,分析了吸力式沉箱基础上风力发电机组的动力特性。
The response of wind turbines founded on suction caissons and subjected to lateral monotonic, cyclic and earthquake loading is studied with due consideration of the role of soil–sidewall adhesion, ...