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 damping ratio from seismic data recorded at …

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 …

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 …

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 …

This paper presents the results of numerical modeling of seismic site effects in a shallow
estuarine bay (Suai Bay, Shantou, China), which is meaning for seismic hazard assessment …

We have implemented and verified a parallel‐series Iwan‐type nonlinear model in a 3D
fourth‐order staggered‐grid velocity–stress finite‐difference method. The Masing unloading …

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 …

A simplified model to reproduce the pore pressure build-up until liquefaction under seismic
shear loads is implemented in a one-dimensional code for loosely coupled site response …