S Sica, G Mylonakis, AL Simonelli - Soil Dynamics and Earthquake …, 2013 - Elsevier
The kinematic bending of single piles in two-layer soil is explored to account for soil stiffness degradation and associated damping increase with increasing levels of shear strain, a …
A crucial aspect of physical geotechnical model tests (under both 1-g and ng conditions) is the evaluation of the initial (low-strain) stiffness of the soil layers of the sample test deposit …
MG Durante, AL Simonelli, L Di Sarno… - Diss. Ph. D. Thesis …, 2015 - researchgate.net
ABSTRACT A reliable approach for studying the seismic soil-pile-structure interaction is the physical modelling of scaled models in 1-g or ng devices. A comprehensive laboratory test …
AL Simonelli, L Di Sarno, MG Durante… - Proceeding of the 15th …, 2012 - academia.edu
The cyclic and seismic response of soil-pile-structure systems is assessed through comprehensive experimental tests performed on the 3mx3m shaking table of the Bristol …
The present analytical work discusses the outcomes of a series of 1-g shaking table experimental tests that were carried out to validate numerical models formulated for …
The geotechnical systems are often studied analysing the response of scaled models in 1-g or ng devices. A crucial aspect in these kind of models is the capability to read the real …
/ABSTRACT/This study performed the seismic response analysis of an LNG storage tank supported by a disconnected piled raft foundation (DPRF) with a load transfer platform …
ㅊ This study performed the seismic response analysis of an LNG storage tank supported by a disconnected piled raft foundation (DPRF) with a load transfer platform (LTP). For this …