Add to ORKGThe stiffness matrix approach to the solution of vertical vibrations of a circular flexible foundation embedded in a viscoelastic layered half-space have been described. Results of a parametric study, represented by displacement and soil reaction distributions and impedances, indicate a significantly different responses of flexible and rigid foundations. Important parameters are identified and include: the stiffness ratio, depth of embedment, soil stratification and loading distribution. Influence of each of the parameters is discussed
The effect of soil flexibility is generally ignored in seismic design of buildings. The design is ge...
A method of analysis for predicting the earthquake induced response a structure on a flexible founda...
The effects of the depth of the embedment on the system response, under plane-strain conditions, hav...
The paper presents the analysis of vertical oscillations of a flexible circular plate on the surface...
The dynamic response of flexible strip-foundations placed on a viscoelastic multi-layered medium und...
This paper describes a hybrid method that may be used to model the dynamic responses of multiple rec...
The present paper examines the problem of the dynamic behavior of a rigid circular foundation deeply...
flexible imbedded foundation. A common assumption in modeling soil-structure interaction is that the...
Partially embedded rectangular foundations are considered. Soil at the side of the foundation is dec...
A boundary element approach for time harmonic axisymmetric problems using the complete space point l...
Thesis. 1975. M.S.--Massachusetts Institute of Technology. Dept. of Civil Engineering.Bibliography: ...
a the Jan r s apparent building–foundation–soil system frequency changes due to water saturation. Th...
A finite element algorithm is presented to analyze the dynamic response of rectangular foundations r...
A three-dimensional finite element numerical model is proposed to study the dynamic behavior of foun...
A summary is presented of recently contributed simple approximate solutions for the dynamic pressure...
The effect of soil flexibility is generally ignored in seismic design of buildings. The design is ge...
A method of analysis for predicting the earthquake induced response a structure on a flexible founda...
The effects of the depth of the embedment on the system response, under plane-strain conditions, hav...
The paper presents the analysis of vertical oscillations of a flexible circular plate on the surface...
The dynamic response of flexible strip-foundations placed on a viscoelastic multi-layered medium und...
This paper describes a hybrid method that may be used to model the dynamic responses of multiple rec...
The present paper examines the problem of the dynamic behavior of a rigid circular foundation deeply...
flexible imbedded foundation. A common assumption in modeling soil-structure interaction is that the...
Partially embedded rectangular foundations are considered. Soil at the side of the foundation is dec...
A boundary element approach for time harmonic axisymmetric problems using the complete space point l...
Thesis. 1975. M.S.--Massachusetts Institute of Technology. Dept. of Civil Engineering.Bibliography: ...
a the Jan r s apparent building–foundation–soil system frequency changes due to water saturation. Th...
A finite element algorithm is presented to analyze the dynamic response of rectangular foundations r...
A three-dimensional finite element numerical model is proposed to study the dynamic behavior of foun...
A summary is presented of recently contributed simple approximate solutions for the dynamic pressure...
The effect of soil flexibility is generally ignored in seismic design of buildings. The design is ge...
A method of analysis for predicting the earthquake induced response a structure on a flexible founda...
The effects of the depth of the embedment on the system response, under plane-strain conditions, hav...