An analytical treatment of the seismic response of a cylindrical canyon with a radially
piecewise inhomogeneous arbitrary multilayered profile to a finite depth on a homogeneous …

An effective way to study the complex seismic soil‐structure interaction phenomena is to
investigate the response of physical scaled models in 1‐g or n‐g laboratory devices. The …

To elucidate the ground motion amplification due to combined soil and topographic effects,
an analytical formulation in the framework of classical elastodynamics is derived for the …

Shear wave velocity (Vs) has significant applications in geoengineering investigations. With
the ongoing rise in carbon capture and storage (CCS) initiatives, the role of Vs in monitoring …

Site-specific dynamic soil properties, such as nonlinear stiffness and damping of subsoil,
play a crucial role in assessment of vulnerability of structures incorporating seismic soil …

The evaluation of natural periods and related mode shapes of earth dams represents a
critical issue when performing structure-specific probabilistic seismic hazard analyses …

In this paper, the design of a new laminar shear box at the Laboratory of Earthquake
Engineering and Dynamic Analysis (LEDA) of the University of Enna “Kore”(Sicily, Italy), is …

Integral abutment bridges (IABs) generate strong soil–structure interaction (SSI) effects due
to their high structural stiffness and transmission of inertial and thermal loads generated at …

Abstract Model tests on fixed-head floating piles embedded in dry cohesionless soil (Gifu
sand) are carried out under 1-g conditions on a shaking table, to investigate the effects of …

ABSTRACT A reliable approach for studying the seismic soil-pile-structure interaction is the
physical modelling of scaled models in 1-g or ng devices. A comprehensive laboratory test …