Zobrazeno 1 - 10
of 121
pro vyhledávání: '"Amir M. Kaynia"'
Publikováno v:
Wind Energy, Vol 26, Iss 2, Pp 145-162 (2023)
Abstract Vertical seismic waves, which are primarily due to pressure waves in the ground, can propagate with the same intensity in the seawater and impact floating bodies such as floating wind turbines (FWTs). Part of this wave can further propagate
Externí odkaz:
https://doaj.org/article/dbdec5a03bbd4c559179a78a96e06420
Autor:
Hao-yuan Liu, Amir M. Kaynia
Publikováno v:
Water Science and Engineering, Vol 15, Iss 1, Pp 69-77 (2022)
Monopile response under undrained conditions in sand is gaining increasing interests owing to the recent development of offshore wind farms in seismic regions. Pore pressure evolution in liquefiable soil can significantly reduce the strength and stif
Externí odkaz:
https://doaj.org/article/0cd30003731b423198d3a151f1923c84
Publikováno v:
Geotechnics, Vol 2, Iss 1, Pp 14-31 (2022)
Offshore wind has become a major contributor to reducing global carbon emissions. This paper presents a probabilistic seismic hazard analysis for the Sofia Offshore Wind Farm, which is located about 200 km north-east of England in the southern North
Externí odkaz:
https://doaj.org/article/fb352b8486684dbe867869783a437a73
Autor:
Vikram Gupta, Rajinder K. Bhasin, Amir M. Kaynia, Vipin Kumar, A.S. Saini, R.S. Tandon, Thomas Pabst
Publikováno v:
Geomatics, Natural Hazards & Risk, Vol 7, Iss 5, Pp 1677-1690 (2016)
Finite element analysis of failed slope of the Surabhi Resort landslide located in the Mussoorie township, Garhwal Himalaya has been carried out using shear strength reduction technique. Two slope models viz. debris and rock mass were taken into cons
Externí odkaz:
https://doaj.org/article/c04d339d11b44e008ee9335e124f2e22
Autor:
Haoyuan Liu, Amir M. Kaynia
Publikováno v:
Géotechnique
Optimised design is essential to reduce the cost of monopiles for offshore wind turbines. For this purpose, an in-depth understanding of the behaviour of monopile–soil interaction is required. As more wind farms are planned in seismically active ar
Publikováno v:
Earthquake engineering & structural dynamics
Publikováno v:
Wind Energy
Vertical seismic waves, which are primarily due to pressure waves in the ground, can propagate with the same intensity in the seawater and impact floating bodies such as floating wind turbines (FWTs). Part of this wave can further propagate in the to
Publikováno v:
Earthquake engineering & structural dynamics
This paper presents a comprehensive numerical study on kinematic response of vertical and batter pile groups in soft soil, where soil non-linearity, batter angle, pile spacing and excitation frequency are related to pile-cap displacements, rotations,
Publikováno v:
Geo-Congress 2023.
Publikováno v:
Earthquake engineering & structural dynamics
A simplification of existing analytical solutions together with an extended hybrid model is proposed for estimating the horizontal impedance of batter pile groups subjected to harmonic loading. The solutions are given through compact interaction fact