UnrestrictedUsing the Reciprocal Theorem and the principle of superposition, this dissertation examines three procedures for obtaining the impedance functions and driving force vectors necessary for a soil-structure interaction analysis. The first procedure employs a volume integral of body forces and the displacement Green's Functions to obtain the frequency dependent force-displacement relationship (impedance functions) for a rigid embedded foundation and the generalized force vector required to hold the rigid foundation fixed while subjected to incidentwaves (driving force). Although a formulation based on a volume integral requires more computation than the others based on surface integrals, this procedure proves to be numerically stabl...
The total system studied in this paper is a layered soil stratum with a rigid bedrock and a cylindri...
This paper is concerned with investigation of vertical impedance function of a surface rigid circula...
This paper reviews the direct stiffness method for the calculation of harmonic and transient wave pr...
The basic step in the substructure approach based on discretization of the soil medium for the soil-...
A complete formulation and implementation for assessment of the response to dynamic loads of cylindr...
A simple model for vertical dynamic interactions among a group of strip footings rested on half-spac...
Neighbouring buildings, even though disconnected from the structural viewpoint, may interact through...
The dynamic response of a structure placed on a deformable soil medium subjected to seismic excitati...
In this paper, a frequency dependent impedance matrix for four adjacent rigid foundations resting on...
This dissertation is focused on creating the key ingredients of a numerical platform for reduced ord...
Dynamic soil-structure interaction has been for a long time one of the most fascinating areas for th...
This report was prepared at the request of the Lawrence Livermore Laboratory (LLL) to provide backgr...
This study evaluates the movement of a frame built on soft soil under seismic excitation taking into...
The great risk associated with some structures subjected to earthquakes has created the need of rigo...
flexible imbedded foundation. A common assumption in modeling soil-structure interaction is that the...
The total system studied in this paper is a layered soil stratum with a rigid bedrock and a cylindri...
This paper is concerned with investigation of vertical impedance function of a surface rigid circula...
This paper reviews the direct stiffness method for the calculation of harmonic and transient wave pr...
The basic step in the substructure approach based on discretization of the soil medium for the soil-...
A complete formulation and implementation for assessment of the response to dynamic loads of cylindr...
A simple model for vertical dynamic interactions among a group of strip footings rested on half-spac...
Neighbouring buildings, even though disconnected from the structural viewpoint, may interact through...
The dynamic response of a structure placed on a deformable soil medium subjected to seismic excitati...
In this paper, a frequency dependent impedance matrix for four adjacent rigid foundations resting on...
This dissertation is focused on creating the key ingredients of a numerical platform for reduced ord...
Dynamic soil-structure interaction has been for a long time one of the most fascinating areas for th...
This report was prepared at the request of the Lawrence Livermore Laboratory (LLL) to provide backgr...
This study evaluates the movement of a frame built on soft soil under seismic excitation taking into...
The great risk associated with some structures subjected to earthquakes has created the need of rigo...
flexible imbedded foundation. A common assumption in modeling soil-structure interaction is that the...
The total system studied in this paper is a layered soil stratum with a rigid bedrock and a cylindri...
This paper is concerned with investigation of vertical impedance function of a surface rigid circula...
This paper reviews the direct stiffness method for the calculation of harmonic and transient wave pr...