This work presents a sco** model to predict ground-borne railway vibration levels within
buildings considering soil-structure interaction (SSI). It can predict the response of arbitrarily …

This work presents a simplified method to evaluate building shaking due to arbitrary base
excitations, and an example application to railway problems. The model requires minimal …

The aim of the study is to evaluate the 3D dynamic response of a finite geological region
containing two structures and rested on a semi-infinite elastic layered half-space with a …

A new hybrid time-frequency modelling methodology is proposed to simulate the generation
of railway vibration caused by singular defects (eg joints, switches, crossings), and its …

When using the finite element method to analyze seismic soil-structure interaction (SSI)
problem on rigid bedrock, several methods have been developed to input earthquake on the …

The earthquake input is required when the soil-structure interaction (SSI) analysis is
performed by the direct finite element method. In this paper, the earthquake is considered as …

The safety, stability, and long-term performance of reinforced concrete (RC) structures
depend significantly on soil-structure interaction (SSI), a critical phenomenon governing the …

The dynamic transverse response of beam type bridges under railway traffic is addressed in
this contribution. In particular, how soil-structure interaction may affect the critical or resonant …

The response of wind turbines is induced by dynamic loads such as wind, transient and
cyclic loads, and also extreme loads such as earthquakes. Thus, the structural design …

The 2.5 D approach is an efficient tool for the dynamic analysis of half-space with
longitudinally invariant properties. In this paper, a newly formulated 2.5 D version of the …