A simple three-dimensional soil-structure interaction (SSI) model is proposed. First, a model is developed for a layered soil medium. In that model, the layered soil medium is divided into thin layers and each thin layer is represented by a parametric model. The parameters of this model are determined, in terms of the thickness and elastic properties of the sublayer, by matching, in frequency-wave number space, the actual dynamic stiffness matrices of the sublayer when the sublayer is thin and subjected to plane strain and out-of-plane deformations with those predicted by the parametric model developed in this study. Then, by adding the structure to soil model a three-dimensional finite element model is established for the soil-structure sy...
Çalışmanın 1. kısmında önerilen zemin-yapı etkileşim modelini irdelemek amacı ile bu kısımda model b...
A finite element (FE) based soil-structure interaction (SSI) model is presented and parallelized for...
Analysis and design of structures supported by geological media pose various complexities such as no...
WOS: 000087121800006A simple three-dimensional soil-structure interaction (SSI) model is proposed. F...
Üç boyutlu zemin-yapı etkileşimi analizi için bir basit model önerilmiştir. Uzunluğu nedeni ile çalı...
The finite element technique is a powerful method to study the dynamic response of a structure takin...
International audienceThe soil-structure interaction (SSI) is generally neglected for seismic design...
Earthquakes in regions underlain by soft clay have amply demonstrated the detrimental effects of soi...
This report presents a study of Soil-Structure Interaction (SSI) with the “macro element” approach. ...
The modal characteristics of structures are usually computed disregarding any interaction with the s...
This paper presents background information relevant to the modelling of soil-structure interaction. ...
ABSTRACT: A two-dimensional analytical model based on elasticity theory is developed for modeling so...
There are two types of models of soil-structure system depending upon the rigidity of foundation: mo...
The dynamic response of rigid and flexible three-dimensional (3D) foundations of arbitrary shape, pl...
Soil Structure Interaction (SSI) is a complex phenomenon that may radically change the earthquake re...
Çalışmanın 1. kısmında önerilen zemin-yapı etkileşim modelini irdelemek amacı ile bu kısımda model b...
A finite element (FE) based soil-structure interaction (SSI) model is presented and parallelized for...
Analysis and design of structures supported by geological media pose various complexities such as no...
WOS: 000087121800006A simple three-dimensional soil-structure interaction (SSI) model is proposed. F...
Üç boyutlu zemin-yapı etkileşimi analizi için bir basit model önerilmiştir. Uzunluğu nedeni ile çalı...
The finite element technique is a powerful method to study the dynamic response of a structure takin...
International audienceThe soil-structure interaction (SSI) is generally neglected for seismic design...
Earthquakes in regions underlain by soft clay have amply demonstrated the detrimental effects of soi...
This report presents a study of Soil-Structure Interaction (SSI) with the “macro element” approach. ...
The modal characteristics of structures are usually computed disregarding any interaction with the s...
This paper presents background information relevant to the modelling of soil-structure interaction. ...
ABSTRACT: A two-dimensional analytical model based on elasticity theory is developed for modeling so...
There are two types of models of soil-structure system depending upon the rigidity of foundation: mo...
The dynamic response of rigid and flexible three-dimensional (3D) foundations of arbitrary shape, pl...
Soil Structure Interaction (SSI) is a complex phenomenon that may radically change the earthquake re...
Çalışmanın 1. kısmında önerilen zemin-yapı etkileşim modelini irdelemek amacı ile bu kısımda model b...
A finite element (FE) based soil-structure interaction (SSI) model is presented and parallelized for...
Analysis and design of structures supported by geological media pose various complexities such as no...