The paper presents and discusses the dynamic foundation impedance functions calculated
from full-scale field tests on soil-structure interaction at the prototype facility of EuroProteas …

In this paper, the results of snapback, cyclic and forced-vibration tests performed by
laboratory and full-scale facilities are collected and analysed to investigate the nonlinear …

This paper presents a field test program of a large-scale soil–footing-structure system
designed with a rocking foundation in a cohesive soil to examine the behaviour of the …

The major objective of this study is to correlate rocking foundation performance parameters
with their capacity parameters and earthquake demand parameters using results obtained …

Adoption of the rocking isolation concept in foundation design is considered as an effective
method in reducing seismic loads of structures. Despite much research conducted on the …

The objective of this study is to develop data-driven predictive models for peak rotation and
factor of safety for tipping-over failure of rocking shallow foundations during earthquake …

Self-centering rocking shallow foundations have been proved to be a potential alternative to
conventional foundations that provide superstructures with “fixed-base” constraints. Through …

Two structural configurations of the EuroProteas prototype structure, defining two test
structures with different structural stiffness, were subjected to dynamic excitation to study the …

The objective of this study is to develop data-driven predictive models for seismic energy
dissipation of rocking shallow foundations during earthquake loading using multiple …

The objective of this research is to develop preliminary predictive models for the
performance of rocking shallow foundations using machine learning algorithms and …