Zobrazeno 1 - 3
of 3
pro vyhledávání: '"Pourya Kazemi Esfeh"'
Publikováno v:
Marine Structures
This paper presents a numerical study to investigate the seismic behavior of mudmat and caisson foundations supporting subsea structures, such as manifolds, in liquefiable sand. In seismic areas, substantial earthquake loads can be imparted to subsea
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::243a89db76e29f0e44cf4618ccacb66b
https://hdl.handle.net/11250/2978579
https://hdl.handle.net/11250/2978579
Earthquake response of monopiles and caissons for Offshore Wind Turbines founded in liquefiable soil
Autor:
Pourya Kazemi Esfeh, Amir M. Kaynia
Publikováno v:
Soil Dynamics and Earthquake Engineering
Monopile has been the most widespread foundation type for Offshore Wind Turbines (OWTs) in shallow waters. Caisson (skirted) foundations have also been evaluated in some projects as an economical alternative. While the main concern in design of offsh
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::74c555f2543bbb030dfc6f81c578d25d
https://hdl.handle.net/11250/2659105
https://hdl.handle.net/11250/2659105
Autor:
Amir M. Kaynia, Pourya Kazemi Esfeh
Publikováno v:
Soil Dynamics and Earthquake Engineering
Anchor piles and suction anchors have been used for anchoring different types of offshore structure in the past four decades. The recent growing interest and demand for wind energy has motivated the industry to evaluate the use of Offshore Wind Turbi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b48f9e164fc7fc56b6237afb62626ecc
https://doi.org/10.1016/j.soildyn.2019.105839
https://doi.org/10.1016/j.soildyn.2019.105839
