Zobrazeno 1 - 10
of 22
pro vyhledávání: '"Guillermo M. Álamo"'
Publikováno v:
Journal of Marine Science and Engineering, Vol 12, Iss 11, p 2011 (2024)
Determining the fundamental frequency of Offshore Wind Turbines (OWTs) is crucial to ensure the reliability and longevity of the structure. This study presents a global sensitivity analysis of the fundamental frequency of OWTs on jacket foundations.
Externí odkaz:
https://doaj.org/article/af822174af7848318cb79d4f29842eea
Publikováno v:
SoftwareX, Vol 20, Iss , Pp 101265- (2022)
MultiFEBE integrates multiple finite element and boundary element models for solving linear static and time harmonic multi-domain interaction problems within the field of computational mechanics. It allows to couple bounded or unbounded two- and thre
Externí odkaz:
https://doaj.org/article/7f836b8d737748e9bf3a9e30a13bcd1f
Publikováno v:
Journal of Marine Science and Engineering, Vol 9, Iss 11, p 1285 (2021)
As a result of wind power’s expansion over the globe, offshore wind turbines (OWTs) are being projected in seismic prone areas. In parallel, the industry develops increasingly larger and more powerful generators. Many of the seismic response analys
Externí odkaz:
https://doaj.org/article/e2b044acaf60475e86a2578ca3399309
Publikováno v:
Bulletin of Earthquake Engineering. 20:3215-3238
This paper presents a three–dimensional linear numerical model for the dynamic and seismic analysis of pile-supported structures that allows to represent simultaneously the structures, pile foundations, soil profile and incident seismic waves and t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::24dc42d965ff02a523e6223588db2106
https://doi.org/10.1007/s10518-021-01287-7
https://doi.org/10.1007/s10518-021-01287-7
Publikováno v:
Ocean Engineering. 280:114778
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3dbbeac6244ec1c15704cdf5397de82b
https://doi.org/10.1016/j.oceaneng.2023.114778
https://doi.org/10.1016/j.oceaneng.2023.114778
Publikováno v:
Computers & Structures. 274:106917
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::efdd33e21e1b47bdad26e37072df1474
https://doi.org/10.1016/j.compstruc.2022.106917
https://doi.org/10.1016/j.compstruc.2022.106917
Publikováno v:
Journal of Marine Science and Engineering
Volume 9
Issue 11
Journal of Marine Science and Engineering, Vol 9, Iss 1285, p 1285 (2021)
Volume 9
Issue 11
Journal of Marine Science and Engineering, Vol 9, Iss 1285, p 1285 (2021)
As a result of wind power’s expansion over the globe, offshore wind turbines (OWTs) are being projected in seismic prone areas. In parallel, the industry develops increasingly larger and more powerful generators. Many of the seismic response analys
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::3efad7ac1c69d66bbe43b0b55a5f7a00
Publikováno v:
Engineering Structures. 190:76-89
Although many research efforts have focused on analyzing the effects of soil-structure interaction considering homogeneous soil profiles and relevant achievements have been made under this assumption, reality is much more complex and structures are u
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::405b21c052cb8c00e58cce2a96816337
https://doi.org/10.1016/j.engstruct.2019.03.112
https://doi.org/10.1016/j.engstruct.2019.03.112
Publikováno v:
Computers and Geotechnics. 110:274-286
© 2019 Elsevier Ltd The potential use of pile barriers as a ground vibration mitigation measure is analysed through an efficient numerical model. The soil is modelled as an elastic half space, using the reciprocity theorem and specific Green's funct
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f56d7ab08fb49a65e5c5daf839c1723c
https://doi.org/10.1016/j.compgeo.2019.02.022
https://doi.org/10.1016/j.compgeo.2019.02.022
Publikováno v:
Earthquake Engineering & Structural Dynamics. 48:772-791
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9f7e17fc7de7df902172c5762bb237f3
https://doi.org/10.1002/eqe.3160
https://doi.org/10.1002/eqe.3160