Zobrazeno 1 - 10
of 55
pro vyhledávání: '"Jeong‐Gon Ha"'
Publikováno v:
Journal of Marine Science and Engineering, Vol 11, Iss 7, p 1303 (2023)
In this study, the monotonic and cyclic behavior of an offshore wind turbine with a monopile foundation installed in a sand layer were evaluated in the centrifuge. A simplified offshore wind turbine was modeled, and the lateral load was applied to th
Externí odkaz:
https://doaj.org/article/7d450f72fa664c82b6457f93269437a8
Publikováno v:
Energies, Vol 14, Iss 4, p 1017 (2021)
The probabilistic safety assessment (PSA) of a nuclear power plant (NPP) under single and multiple hazards is one of the most important tasks for disaster risk management of nuclear facilities. To date, various approaches—including the direct quant
Externí odkaz:
https://doaj.org/article/cd97d5c23d3f48b5acb67528ca05f5b6
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:3552-3573
Publikováno v:
Journal of Marine Science and Engineering; Volume 11; Issue 7; Pages: 1303
In this study, the monotonic and cyclic behavior of an offshore wind turbine with a monopile foundation installed in a sand layer were evaluated in the centrifuge. A simplified offshore wind turbine was modeled, and the lateral load was applied to th
Publikováno v:
Earthquake Engineering and Engineering Vibration. 21:37-51
Publikováno v:
Journal of the Computational Structural Engineering Institute of Korea. 34:77-84
Publikováno v:
Geo-Congress 2022.
Publikováno v:
Acta Geotechnica. 16:1187-1204
Verifying the seismic performance of port structures when the force balance limit is exceeded is important for the performance-based seismic design of gravity-type quay walls. Over the last three decades, performance verification methods have been de
Publikováno v:
International Journal of Physical Modelling in Geotechnics. 20:59-70
In recent years, the tripod suction bucket foundation has been considered as an option to support offshore wind turbines. In an offshore environment, a wind turbine foundation should be designed considering cyclic loading, which can lead to the perma
Autor:
Dong-Soo Kim, Jeong-Gon Ha, Seok-Woo Jin, Young-Hun Song, Myung-Jun Song, Kil-Wan Ko, Heon-Joon Park
Publikováno v:
Acta Geotechnica. 15:2637-2648
A disconnected piled raft (DPR) foundation has been introduced as an effective pile design to reduce the vertical loading experienced by the pile. The characterization of DPRs has focused on the load transfer mechanism, foundation and soil settlement