Earthquakes are a well known natural hazard to urban environments. According to [2] under certain conditions, building vibrations significantly decrease when the mu l t iple interactions between the soil layers and all the buildings present in a city are considered in the analysis (site city interaction phenomenon). The present study focuses on the analysis of the multiple interactions between the soil and a city through 3D finite element models (FEM). The infl uence of the topography, buildings distributions, types of buildings (different resonant freque ncies) and spatial incoherency of the seismic motion will be also studied. Moreover, [1]proposed the idea of a novel device named vibrating barrier (ViBa) as a viable option to reduce the ...
International audienceThis work focuses on the analysis of the multiple interactions between soil la...
Seismic ground motion in urban environment is generally modified by the presence of build-ings. This...
It is most generally admitted that seimic ground motion is the convolution of source, path and site ...
Earthquakes are a well known natural hazard to urban environments. According to [2] under certain co...
A novel device, called vibrating barrier (ViBa), that aims to reduce the vibrations of adjacent stru...
International audienceThis work focuses on the analysis of the multiple interactions between soil la...
Recent earthquake events pointed out the problematic of protecting existing buildings from the catas...
Heritage buildings are amongst the most vulnerable structures affected by natural hazards due to the...
This paper deals with the vibration control of existing structures forced by earthquake induced grou...
This PhD thesis evaluates Site-City Interaction (SCI - Guéguen et al. 2002, Bard et al. 2005, Guégue...
The earthquake motion at a given point on the surface is commonly represented by elastic response sp...
In this paper we aim to investigate the use of the Vibrating Barrier (ViBa) as a potential strategy ...
The main objective of this study is to examine, by means of computational simulation, how earthquake...
Seismic protection of heritage structures is an unresolved research problem that not only is a publi...
Abstract. This work focuses on the analysis of the multiple interactions between soil layers and civ...
International audienceThis work focuses on the analysis of the multiple interactions between soil la...
Seismic ground motion in urban environment is generally modified by the presence of build-ings. This...
It is most generally admitted that seimic ground motion is the convolution of source, path and site ...
Earthquakes are a well known natural hazard to urban environments. According to [2] under certain co...
A novel device, called vibrating barrier (ViBa), that aims to reduce the vibrations of adjacent stru...
International audienceThis work focuses on the analysis of the multiple interactions between soil la...
Recent earthquake events pointed out the problematic of protecting existing buildings from the catas...
Heritage buildings are amongst the most vulnerable structures affected by natural hazards due to the...
This paper deals with the vibration control of existing structures forced by earthquake induced grou...
This PhD thesis evaluates Site-City Interaction (SCI - Guéguen et al. 2002, Bard et al. 2005, Guégue...
The earthquake motion at a given point on the surface is commonly represented by elastic response sp...
In this paper we aim to investigate the use of the Vibrating Barrier (ViBa) as a potential strategy ...
The main objective of this study is to examine, by means of computational simulation, how earthquake...
Seismic protection of heritage structures is an unresolved research problem that not only is a publi...
Abstract. This work focuses on the analysis of the multiple interactions between soil layers and civ...
International audienceThis work focuses on the analysis of the multiple interactions between soil la...
Seismic ground motion in urban environment is generally modified by the presence of build-ings. This...
It is most generally admitted that seimic ground motion is the convolution of source, path and site ...