[HTML][HTML] Design of monopiles for offshore and nearshore wind turbines in seismically liquefiable soils: Methodology and validation

S Amani, A Prabhakaran, S Bhattacharya - Soil Dynamics and Earthquake …, 2022 - Elsevier
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 …

[HTML][HTML] Seismic performance assessment of monopile-supported offshore wind turbines using unscaled natural earthquake records

R De Risi, S Bhattacharya, K Goda - Soil Dynamics and Earthquake …, 2018 - Elsevier
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 …

[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 …

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 …

Rigorous solution for kinematic response of floating piles subjected to vertical P-wave

D Dai, MH El Naggar, N Zhang, Z Wang - Applied Mathematical Modelling, 2022 - Elsevier
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 …

Multi‐hazard fragility assessment of monopile offshore wind turbines under earthquake, wind and wave loads

Z Zhang, R De Risi, A Sextos - Earthquake Engineering & …, 2023 - Wiley Online Library
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 …

[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 …

Analytical solution for kinematic response of offshore piles under vertically propagating S-waves

L Chen, W Wu, H Liu, J Li, T Newson, MH El Naggar - Ocean Engineering, 2022 - Elsevier
This study develops an analytical framework to investigate the kinematic response of
offshore piles under vertically propagating S-waves considering hydrodynamic pressure …

Kinematic response of single piles for different boundary conditions: analytical solutions and normalization schemes

G Anoyatis, R Di Laora, A Mandolini… - Soil Dynamics and …, 2013 - Elsevier
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 …

Assessment of dynamic soil-structure interaction effects for tall buildings: A 3D numerical approach

R Scarfone, M Morigi, R Conti - Soil Dynamics and Earthquake Engineering, 2020 - Elsevier
Soil-structure interaction (SSI) phenomena are typically studied in the frequency-domain
using the substructure approach, involving several simplifications. In this study, SSI effects …