Soil dynamics with experimental, analytical and numerical methods are subject of research activities at the Geotechnical Institute of the TU Berlin during the past fifty years. In review to the research at the Institute, the activities of Prof. H. Lorenz in the 50s and 60s prepares the basics for many following scientific works. While in the past analytical methods to describe the soil as a halfspace are applied, today numerical methods are introduced, which are much more flexible in modelling the soil as a layered or halfspace media. These developments accompanied the fast growth of modern computers. Today, problems that seemed to be unsolved before, can now be solved with acceptable efforts by numerical procedures. The developments in num...
This paper presents a general 2.5D coupled finite element–boundary element methodology for the compu...
The paper presents a review of the analytical and numerical procedures developed by the authors for ...
The aim of the study is to evaluate the 3D dynamic response of a finite geological region containing...
Thesis deals with problems of the soil-structure interaction. In the theoretical part is described t...
This work deals with nonlinear, dynamic structural problems with the inclusion of the soil. Structur...
This thesis presents the development of the displacement-unit-impulse-response-based modelling of un...
This is the author accepted manuscript. The final version is available from Taylor & Francis via the...
In the analysis of the dynamic behaviour of many civil engineering structures, it is essential to ac...
The paper presents a numerical model for the analysis of the soil-structure kinematic interaction of...
The principal objective of this thesis is to study the dynamics of a rectangular foundation subjecte...
The paper presents a numerical model for the analysis of the soil-structure kinematic interaction of...
The paper presents a numerical model for the analysis of the soil-structure kinematic interaction of...
In this paper some aspects of the use of non-reflecting boundaries in dynamic problems, analyzed in ...
The paper presents a review of the analytical and numerical procedures developed by the authors for ...
The paper presents a review of the analytical and numerical procedures developed by the authors for ...
This paper presents a general 2.5D coupled finite element–boundary element methodology for the compu...
The paper presents a review of the analytical and numerical procedures developed by the authors for ...
The aim of the study is to evaluate the 3D dynamic response of a finite geological region containing...
Thesis deals with problems of the soil-structure interaction. In the theoretical part is described t...
This work deals with nonlinear, dynamic structural problems with the inclusion of the soil. Structur...
This thesis presents the development of the displacement-unit-impulse-response-based modelling of un...
This is the author accepted manuscript. The final version is available from Taylor & Francis via the...
In the analysis of the dynamic behaviour of many civil engineering structures, it is essential to ac...
The paper presents a numerical model for the analysis of the soil-structure kinematic interaction of...
The principal objective of this thesis is to study the dynamics of a rectangular foundation subjecte...
The paper presents a numerical model for the analysis of the soil-structure kinematic interaction of...
The paper presents a numerical model for the analysis of the soil-structure kinematic interaction of...
In this paper some aspects of the use of non-reflecting boundaries in dynamic problems, analyzed in ...
The paper presents a review of the analytical and numerical procedures developed by the authors for ...
The paper presents a review of the analytical and numerical procedures developed by the authors for ...
This paper presents a general 2.5D coupled finite element–boundary element methodology for the compu...
The paper presents a review of the analytical and numerical procedures developed by the authors for ...
The aim of the study is to evaluate the 3D dynamic response of a finite geological region containing...