Many monopile-supported offshore wind turbines (OWTs) have been installed in seismic
regions. To determine the seismic response of monopile-supported OWTs accurately, it is …

Results of a centrifuge experiment simulating seismic site response in a layered level
liquefiable soil profile are used to evaluate and systematically compare the predictive …

Significant settlement and damage may occur due to liquefaction of soils beneath shallow-
founded buildings. The primary mechanisms of liquefaction-induced building settlement are …

A generic loosely coupled effective stress method is presented in this article for one‐, two‐
and three‐dimensional (1D, 2D and 3D) nonlinear site response analyses. In this method …

This paper presents a predictive model for the settlement of shallow-founded structures on
liquefiable ground during earthquakes. The model is based on the results of an extensive …

The results of fully coupled, three-dimensional (3D), nonlinear finite-element analyses of
structures founded on liquefiable soils are compared with centrifuge experiments. The goal …

A series of numerical simulations were carried out on two types of superstructures and six
types of piled raft foundations to investigate the effects of seismic soil–pile–structure …

This paper evaluated the seismic performance of hypothetical tall buildings by estimating
intensity measures, engineering demand parameters, and earthquake-induced losses using …

Due to the relatively different mechanical and physical properties of soils and structures, the
interface plays a critical role in the transfer of stress and strain between them. The stability …

Excessive building settlement and tilt on liquefiable soils has led to significant damage in
previous earthquakes. The state-of-practice for evaluating liquefaction-induced building …