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[HTML][HTML] Design of monopiles for offshore and nearshore wind turbines in seismically liquefiable soils: Methodology and validation
An increasing number of offshore wind farms are being constructed in seismic regions over
liquefaction susceptible soils. This paper presents a methodology for the analysis and …
liquefaction susceptible soils. This paper presents a methodology for the analysis and …
[HTML][HTML] Seismic performance assessment of monopile-supported offshore wind turbines using unscaled natural earthquake records
The number of offshore wind turbine farms in seismic regions has been increasing globally.
The seismic performance of steel monopile-supported wind turbines, which are the most …
The seismic performance of steel monopile-supported wind turbines, which are the most …
[BOK][B] Earthquake engineering: from engineering seismology to performance-based engineering
Y Bozorgnia, VV Bertero - 2004 - taylorfrancis.com
This multi-contributor book provides comprehensive coverage of earthquake engineering
problems, an overview of traditional methods, and the scientific background on recent …
problems, an overview of traditional methods, and the scientific background on recent …
An analytical solution for the dynamic response of an end-bearing pile subjected to vertical P-waves considering water-pile-soil interactions
M Zhao, Y Huang, P Wang, Y Cao, X Du - Soil Dynamics and Earthquake …, 2022 - Elsevier
A three-dimensional water-pile-soil model is developed to investigate the dynamic
responses of end-bearing pile under vertical P-waves. The soil and pile are modelled as …
responses of end-bearing pile under vertical P-waves. The soil and pile are modelled as …
Rigorous solution for kinematic response of floating piles subjected to vertical P-wave
Review of damage caused by recent earthquakes revealed that the vertical component of
ground motion exceeded the horizontal component in some places and caused structural …
ground motion exceeded the horizontal component in some places and caused structural …
Multi‐hazard fragility assessment of monopile offshore wind turbines under earthquake, wind and wave loads
This study establishes a multi‐hazard probabilistic assessment framework for assessing the
integrity of monopile offshore wind turbines (OWT) under the stochastic coupled effect of …
integrity of monopile offshore wind turbines (OWT) under the stochastic coupled effect of …
[BOK][B] Tall building foundation design
HG Poulos - 2017 - taylorfrancis.com
This book provides a comprehensive guide to the design of foundations for tall buildings.
After a general review of the characteristics of tall buildings, various foundation options are …
After a general review of the characteristics of tall buildings, various foundation options are …
Analytical solution for kinematic response of offshore piles under vertically propagating S-waves
This study develops an analytical framework to investigate the kinematic response of
offshore piles under vertically propagating S-waves considering hydrodynamic pressure …
offshore piles under vertically propagating S-waves considering hydrodynamic pressure …
Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes
Kinematic pile–soil interaction is investigated analytically through a Beam-on-Dynamic-
Winkler-Foundation model. A cylindrical vertical pile in a homogeneous stratum, excited by …
Winkler-Foundation model. A cylindrical vertical pile in a homogeneous stratum, excited by …
Assessment of dynamic soil-structure interaction effects for tall buildings: A 3D numerical approach
Soil-structure interaction (SSI) phenomena are typically studied in the frequency-domain
using the substructure approach, involving several simplifications. In this study, SSI effects …
using the substructure approach, involving several simplifications. In this study, SSI effects …