Add to ORKGA frequency domain boundary element method is presented to study the seismic response of single piles to vertically propagating shear waves within a poroelastic medium. Nondimensional kinematic displacement factors are presented for the elastic and poroelastic responses of the pile. The treatment of the soil as a multi-phase poroelastic material is found to result in reduced displacements due to additional damping from the fluid phase
The paper presents a review of the analytical and numerical procedures developed by the authors for ...
The dynamic behaviour of soil-pile-structure systems under the action of seismic waves is investigat...
A three-dimensional Fi11ite Element (FE) analysis is carried out to investigatethe dynamic behaviour...
In this paper, frequency domain dynamic response of a pile embedded in a half-space porous medium an...
In this study, the frequency domain dynamic response of a pile embedded in a porous medium and subje...
In this paper, a boundary element method (BEM) is developed for the nonlinear dynamic analysis of so...
The general time-domain boundary element in cylindrical co-ordinates developed for the study of wave...
The effect of soil inhomogeneity on kinematic response of single flexural elastic piles to verticall...
Several aspects of the seismic response of groups containing nonvertical piles are studied, includin...
An efficient analytical approach using the finite element (FE) method, is proposed to calculate the ...
The kinematic bending and filtering potential of a fixed-head pile are explored when large shear str...
In high seismicity areas it’s important to consider kinematic effects to properly design pile founda...
In this study, a coupled model is proposed to investigate dynamic response of a porous seabed and an...
This paper presents a novel, three-dimensional, single-pile model, formulated in the wavenumber doma...
The response of single piles under vertically and obliquely incident SH, SV, and P waves is obtained...
The paper presents a review of the analytical and numerical procedures developed by the authors for ...
The dynamic behaviour of soil-pile-structure systems under the action of seismic waves is investigat...
A three-dimensional Fi11ite Element (FE) analysis is carried out to investigatethe dynamic behaviour...
In this paper, frequency domain dynamic response of a pile embedded in a half-space porous medium an...
In this study, the frequency domain dynamic response of a pile embedded in a porous medium and subje...
In this paper, a boundary element method (BEM) is developed for the nonlinear dynamic analysis of so...
The general time-domain boundary element in cylindrical co-ordinates developed for the study of wave...
The effect of soil inhomogeneity on kinematic response of single flexural elastic piles to verticall...
Several aspects of the seismic response of groups containing nonvertical piles are studied, includin...
An efficient analytical approach using the finite element (FE) method, is proposed to calculate the ...
The kinematic bending and filtering potential of a fixed-head pile are explored when large shear str...
In high seismicity areas it’s important to consider kinematic effects to properly design pile founda...
In this study, a coupled model is proposed to investigate dynamic response of a porous seabed and an...
This paper presents a novel, three-dimensional, single-pile model, formulated in the wavenumber doma...
The response of single piles under vertically and obliquely incident SH, SV, and P waves is obtained...
The paper presents a review of the analytical and numerical procedures developed by the authors for ...
The dynamic behaviour of soil-pile-structure systems under the action of seismic waves is investigat...
A three-dimensional Fi11ite Element (FE) analysis is carried out to investigatethe dynamic behaviour...