The first step for learning any calculation code for seismic response analysis is an adequate
understanding of how to properly set the boundary conditions and the properties of the soil …

In this study, we extracted the in‐situ soil dynamic parameters that contains shear wave
velocity, shear modulus degradation curve and dam** ratio from seismic data recorded at …

This article presents the main results of the validation phase of the PRENOLIN project.
PRENOLIN is an international benchmark on 1D nonlinear (NL) site‐response analysis. This …

Prediction of surface ground motion based on advanced approaches is a non-trivial task at
large area. In fact, advanced approaches require a detailed geological and geotechnical …

A 1 g shaking table test is conducted to investigate seismic responses of a segmental tunnel
in sand under near-fault motions. The tunnel model is assembled with segments, bolts and …

In this article, we apply the reference‐rock identification method (RRIM;) to the ITalian
ACcelerometric Archive, which includes more than 1600 recording stations in Italy and in the …

Currently, the most widely used site response analysis methods include linear, equivalent
linear and nonlinear approaches. However, the results of these analyses gradually deviate …

This paper presents a three-dimensional non-linear finite element (FE) approach to analyse
the dynamic soil-structure interaction (SSI) phenomena observed at the Lotung Large-Scale …

The seismic amplification of any given area is a combined result of topographic, stratigraphic
and valley effects. Nevertheless, quantifying the contribution of each of these three effects in …

Soil liquefaction has been observed during the earthquake on May 20, 2012 M5. 9 that
shock Emilia Romagna (Italy). It is one example of moderate earthquakes yielding extensive …