Soil-structure interaction (SSI) effects are usually omitted in the seismic vulnerability
analyses of buildings. However, it has been proved that they might notably affect their …

In the present study, an updated ground motion simulation framework based on spectral
compatible time histories is proposed for the evaluation of seismic performance of mid-rise …

The magnitude of seismic forces induced within a building, during an earthquake, depends
on its natural period of vibration. The traditional approach is to assume the base of the …

ABSTRACT A detailed numerical framework for seismic analysis of liquid storage tanks
considering soil-structure interaction (SSI) is presented. Lumped mass model for the tank …

Presented is an application of wave potential formulation (WPF) together with domain
reduction method (DRM) to modeling earthquake soil structure interaction (ESSI) behavior in …

Reinforced Concrete (RC) frame buildings with shear wall are widely used in severe seismic
zones. However, the underlying soil-foundation system modifies the conventional fixed-base …

In this paper, a new type of secant piled bucket foundation (SPBF), which consists of secant
piles to form a bucket-shaped foundation is creatively proposed for onshore wind turbines …

Pile foundations is a well-studied technique with many applications and its benefits on
structures have been widely studied in the literature. In particular, the mutual effects of pile …

The dynamic behavior of liquid storage tanks is one of the research issues about fluid–
structure interaction problems. The analysis errors of the dynamics of multiple adjacent tanks …

The sloshing in a group of rigid cylindrical tanks with baffles and on soil foundation under
horizontal excitation is studied analytically. The solutions for the velocity potential are …