Add to ORKGA simplified method is proposed to treat the dynamic response of buried structures to elastic waves. The soil-structure interface is discretised into finite strips resulting in an analysis which involves only plane waves. Both the anti-plane strain and plane strain models subjected to SH and P waves respectively are considered. Numerical examples are presented to both validate and illustrate the method.</p
The most popular method in dynamic soil-structure interaction analysis is the finite element method....
In this contribution we present a strategy to investigate the vibrations of build ings subjected to...
The objective of this study is to develop a theory for the response of a group of rigid structures w...
A simplified method is proposed to treat the dynamic response of rigid embedded structures in either...
A simplified method is proposed to treat the dynamic response of rigid embedded structures subjected...
The most popular method for dynamic soil-structure interaction analysis is the finite element method...
A hybrid method based on three-dimensional finite element idealization in the near field and a semi-...
This dissertation is focused on creating the key ingredients of a numerical platform for reduced ord...
For dynamic interaction problems between embedded structure and infinite soil medium, a semi-analyti...
Studies of the effects of differential ground motions on structural response generally do not consid...
An approximate procedure for studying harmonic soil-structure interaction problems is presented. The...
Restricted until 11 Dec. 2009.Seismic response of local sites is a significant problem that has been...
The total system studied in this paper is a layered soil stratum with a rigid bedrock and a cylindri...
In case of seismic design of structures the deformability and damping of the soil should be consider...
This work involves the numerical solution of a mathematical model, which idealises the source of the...
The most popular method in dynamic soil-structure interaction analysis is the finite element method....
In this contribution we present a strategy to investigate the vibrations of build ings subjected to...
The objective of this study is to develop a theory for the response of a group of rigid structures w...
A simplified method is proposed to treat the dynamic response of rigid embedded structures in either...
A simplified method is proposed to treat the dynamic response of rigid embedded structures subjected...
The most popular method for dynamic soil-structure interaction analysis is the finite element method...
A hybrid method based on three-dimensional finite element idealization in the near field and a semi-...
This dissertation is focused on creating the key ingredients of a numerical platform for reduced ord...
For dynamic interaction problems between embedded structure and infinite soil medium, a semi-analyti...
Studies of the effects of differential ground motions on structural response generally do not consid...
An approximate procedure for studying harmonic soil-structure interaction problems is presented. The...
Restricted until 11 Dec. 2009.Seismic response of local sites is a significant problem that has been...
The total system studied in this paper is a layered soil stratum with a rigid bedrock and a cylindri...
In case of seismic design of structures the deformability and damping of the soil should be consider...
This work involves the numerical solution of a mathematical model, which idealises the source of the...
The most popular method in dynamic soil-structure interaction analysis is the finite element method....
In this contribution we present a strategy to investigate the vibrations of build ings subjected to...
The objective of this study is to develop a theory for the response of a group of rigid structures w...