Dynamic performance evaluation of wind turbines on coastal soft-soil sites subjected to oblique-incident seismic waves

This publication has 50 references indexed in Scilit:

• The dynamic stiffness matrix method for seismograms synthesis for layered transversely isotropic half-space
  Applied Mathematical Modelling, 2022
• A reflection-transmission matrix method for time-history response analysis of a layered TI saturated site under obliquely incident seismic waves
  Applied Mathematical Modelling, 2021
• 3D dynamic responses of a multi-layered transversely isotropic saturated half-space under concentrated forces and pore pressure
  Applied Mathematical Modelling, 2020
• Two-dimensional in-plane seismic response of long-span bridges under oblique P-wave incidence
  Bulletin of Earthquake Engineering, 2019
• 3D basin-shape ratio effects on frequency content and spectral amplitudes of basin-generated surface waves and associated spatial ground motion amplification and differential ground motion
  Journal of Seismology, 2014
• Time domain method for calculating free field motion of a layered half-space subjected to obliquely incident body waves
  Earthquake Engineering and Engineering Vibration, 2007
• Progress and trend on near-field problems in civil engineering
  Acta Seismologica Sinica, 2007
• Effects of hysteretic model on seismic demands: consideration of near‐fault ground motions
  The Structural Design of Tall Buildings, 2002
• Spring-dashpot-mass models for foundation vibrations
  Earthquake Engineering & Structural Dynamics, 1997
• Dynamic behaviour of building‐foundation systems
  Earthquake Engineering & Structural Dynamics, 1974