Performance-based seismic assessment of an historic high-rise masonry building considering soil-structure interaction

Effect of soil-pile-structure interaction on seismic behaviour of nuclear power station via shaking table tests

“…For example, Mostafa and EI Naggar [14] proposed a method to analyse the dynamic lateral response of pile group under harmonic excitation. Basack and Nimbalkar [15] developed a numerical model based on a two-dimensional (2D) dynamic finite-element (FE) approach.. For cases when superstructures were considered, the seismic response of the pile-soil-structure interaction were studied experimental [16][17][18][19] and numerically [20][21][22][23][24][25]. As n-g centrifuge experiment, liquefication study and numerical simulation beyond the scope of this paper, so they are not discussed in this paper.…”