Zobrazeno 1 - 7
of 7
pro vyhledávání: '"Qing Lai Fan"'
Publikováno v:
Advances in Civil Engineering, Vol 2020 (2020)
The response of bucket foundations for offshore wind turbines subjected to cyclic loading in saturated clay is explored through three-dimensional finite element numerical analyses. In the analyses, nonlinear cyclic hysteretic behavior of clay under u
Externí odkaz:
https://doaj.org/article/21b9b0fdbad34006839334b73c48f529
Publikováno v:
China Ocean Engineering. 35:566-577
In connection with the design of floating wind turbines, stochastic dynamic analysis is a critical task considering nonlinear wind and wave forces. To study the random structural responses of a newly designed submerged tension leg platform (STLP) win
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::2a8badddf5986344c4e2ee85a435aee2
https://doi.org/10.1007/s13344-021-0051-y
https://doi.org/10.1007/s13344-021-0051-y
Publikováno v:
Wireless Personal Communications. 103:1219-1228
The stability of skirted foundations subjected to combined vertical, horizontal and moment loading is of importance to the offshore engineering. The paper reports a computer-aided study on the effects of strength anisotropy and foundation embedment d
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9a8dd8459e299ed085aadcc8cadc0b60
https://doi.org/10.1007/s11277-018-5482-2
https://doi.org/10.1007/s11277-018-5482-2
Publikováno v:
Applied Mechanics and Materials. :329-332
Skirted suction foundations are an attractive solution for floating offshore wind turbines that are subject to uplift due to overturning or buoyancy loading. Current industry design guidelines give conservative collapse loads for offshore shallow fou
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7b98f644c3a16d8d31339ad60c7d933f
https://doi.org/10.4028/www.scientific.net/amm.353-356.329
https://doi.org/10.4028/www.scientific.net/amm.353-356.329
Publikováno v:
Advanced Materials Research. :1215-1219
Based on the framework of the FEM, the three-dimensional numerical analysis for evaluating the efficiency of pile groups of large diameter bored cast-in-place pile is conducted in this paper. The effect of the pile numbers and pile spacing on the eff
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1fcc62c22f8d8b75a825596c42ab75fe
https://doi.org/10.4028/www.scientific.net/amr.261-263.1215
https://doi.org/10.4028/www.scientific.net/amr.261-263.1215
Publikováno v:
Advanced Materials Research. :4718-4722
Presented in this paper are the three-dimensional nonlinear finite element analyses of the failure envelopes of suction caisson under torsion, vertical and lateral pullout combined load in soft clay. The soft clay under undrained condition is simulat
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ecec769949dc17ce1cfb1fb330f2adcb
https://doi.org/10.4028/www.scientific.net/amr.243-249.4718
https://doi.org/10.4028/www.scientific.net/amr.243-249.4718
Publikováno v:
Journal of Dalian University of Technology / Dalian Ligong Daxue Xuebao; 2008, Vol. 48 Issue 4, p556-556, 1p