A novel numerical methodology is presented to solve the dynamic response of railway
bridges under the passage of running trains, considering soil–structure interaction. It is …

Numerous physical models using frequency-independent elements have been developed to
reproduce impedance functions for the purposes of time-domain soil–foundation interaction …

The impulse–response (IR) test is the most commonly used field procedure for assessing the
structural integrity of piles embedded in soil. The IR test uses the response of the pile to …

Seismic hazard assessment relies increasingly on the numerical simulation of ground
motion, since recent advances in numerical methods and computer architectures have made …

This paper presents novel measurement data on the dynamic soil–structure interaction of an
end-bearing pile foundation. The purpose is to assess the ability to predict the foundation …

In the built environment, human activities such as railway and road traffic, construction works
or industrial manufacturing can give rise to ground borne vibrations. Such vibrations become …

ABSTRACT A novel numerical methodology is presented to solve the dynamic response of
railway bridges under the passage of running trains, considering soil-structure interaction. It …