Zobrazeno 1 - 10
of 45
pro vyhledávání: '"Youhu ZHANG"'
Publikováno v:
南方能源建设, Vol 11, Iss 2, Pp 68-81 (2024)
[Introduction] In order to facilitate the design optimisation of foundation for offshore wind turbines, it is necessary to promote application of advanced geotechnical constitutive models that are theoretically sound and capable of modelling realisti
Externí odkaz:
https://doaj.org/article/a7d7902f133249c2aaa8298a4529458e
Publikováno v:
Marine Georesources & Geotechnology. :1-12
Publikováno v:
European Journal of Environmental and Civil Engineering. 26:5322-5350
Suction-bucket-supported jacket foundations are being used increasingly for offshore wind turbines, the advantages being large bearing capacity and efficient installation. For a large-capacity wind...
Publikováno v:
Marine Structures. 89:103392
Publikováno v:
Day 1 Mon, May 02, 2022.
ISO will soon issue the Draft International Standard (DIS) ISO 19901-4 to its members for comments and ballot. This DIS document includes major updates to the present state of the practice, including new p-y curves that will replace the long-standing
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
Autor:
Youhu Zhang, Shuzhao Li, Zhengbo Jiang, Huynh Dat Vu Khoa, Knut H. Andersen, Jiantao Liu, Da Li
Publikováno v:
Journal of Geotechnical and Geoenvironmental Engineering. 147
China National Offshore Oil Corporation (CNOOC) currently is developing a mat-supported wellhead production platform concept as an alternative solution to conventional jacket platforms in s...
Autor:
Youhu Zhang
Publikováno v:
Analysis of Pile Foundations Subject to Static and Dynamic Loading ISBN: 9780429354281
Analysis of Pile Foundations Subject to Static and Dynamic Loading
Analysis of Pile Foundations Subject to Static and Dynamic Loading
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::b51fac9911785ed0038e039fac44e8ed
https://doi.org/10.1201/9780429354281-2
https://doi.org/10.1201/9780429354281-2
Autor:
Youhu Zhang, Knut H. Andersen
Publikováno v:
Marine Structures. 65:94-113
Large diameter steel pipe pile foundations, typically known as monopiles, are the predominant foundation solution for offshore wind turbines. This paper deals with soil reaction curves for monopile analysis under lateral loading in clay. Developed fr
Publikováno v:
Marine Structures. 84:103238