© 2016 Moussa Leblouba et al.Soil-shallow foundation interaction models that are incorporated into most structural analysis programs generally lack accuracy and efficiency or neglect some aspects of foundation behavior. For instance, soil-shallow foundation systems have been observed to show both small and large loops under increasing amplitude load reversals. This paper presents a practical macroelement model for soil-shallow foundation system and its stability under simultaneous horizontal and vertical loads. The model comprises three spring elements: nonlinear horizontal, nonlinear rotational, and linear vertical springs. The proposed macroelement model was verified using experimental test results from large-scale model foundations subje...
The formulation of a soil structure interaction problem begins with identifying the underlying desig...
This paper presents a simplified Nonlinear Sway-Rocking model as a preliminary design tool for seism...
International audienceThe scope of the paper is to present some aspects of the development of a "mac...
The paper presents a new macroelement model for shallow foundations. The model is defined through a ...
This paper describes a macro model for a shallow foundation. The macro model represents the non-line...
In this paper different formulations of a macro-element model for non-linear dynamic soil-structure ...
The scope of the paper is to present some aspects of the development of a “macro-element ” for dynam...
Macroelement plasticity models are being increasingly applied to study non-linear soil–foundation in...
When a structure supported on shallow foundations is subjected to inertial loading due to earthquake...
This paper presents a new soil-foundation macro-element model to allow efficient and sufficiently ac...
This paper investigates the dynamic response of shallow foundations on linear and nonlinear soil med...
This thesis introduces a new approach to seismic Soil-Structure Interaction (SSI) analysis method fo...
The formulation of a soil structure interaction problem begins with identifying the underlying desig...
This paper presents a simplified Nonlinear Sway-Rocking model as a preliminary design tool for seism...
International audienceThe scope of the paper is to present some aspects of the development of a "mac...
The paper presents a new macroelement model for shallow foundations. The model is defined through a ...
This paper describes a macro model for a shallow foundation. The macro model represents the non-line...
In this paper different formulations of a macro-element model for non-linear dynamic soil-structure ...
The scope of the paper is to present some aspects of the development of a “macro-element ” for dynam...
Macroelement plasticity models are being increasingly applied to study non-linear soil–foundation in...
When a structure supported on shallow foundations is subjected to inertial loading due to earthquake...
This paper presents a new soil-foundation macro-element model to allow efficient and sufficiently ac...
This paper investigates the dynamic response of shallow foundations on linear and nonlinear soil med...
This thesis introduces a new approach to seismic Soil-Structure Interaction (SSI) analysis method fo...
The formulation of a soil structure interaction problem begins with identifying the underlying desig...
This paper presents a simplified Nonlinear Sway-Rocking model as a preliminary design tool for seism...
International audienceThe scope of the paper is to present some aspects of the development of a "mac...