The aim of this work is to evaluate the seismic response of bridges isolated with friction pendulum system (FPS) bearings for different soil conditions. A two-degree-of-freedom model is proposed, considering an infinitely rigid deck isolated by the FPS devices and an elastic behavior of the pier. Seismic response assessment of isolated bridges is described analyzing the trend of both the median deck displacement respect to the pier and the median pier displacement as a function of friction coefficient, of different periods and of soil condition
Stochastic response of bridges seismically isolated by the friction pendulum system (FPS) is investi...
The work evaluates the optimal properties of friction pendulum system (FPS) bearings for the seismic...
The scope of the present study is focused on the evaluation of the seismic response of bridges isola...
The aim of this work is to evaluate the optimal properties of friction pendulum system (FPS) bearing...
The work evaluates the optimal properties of friction pendulum system (FPS) bearings for the seismic...
The aim of this work is to evaluate the optimal properties of friction pendulum system (FPS) bearing...
The work evaluates the optimal properties of friction pendulum system (FPS) devices for the seismic ...
The seismic response of bridges isolated by elastomeric bearings and the sliding system is investiga...
The effects of the axial load variations on the seismic response of bridges isolated with friction p...
This study aims to evaluate the seismic performances of bridges isolated by the friction pendulum s...
Dynamic response of a benchmark highway bridge isolated with variable friction pendulum system (VFPS...
The paper analyzes the influence of friction pendulum system (FPS) isolator properties on the seismi...
Since 1995 Kobe Earthquake, a number of occurrences of bridge failures due to severe earthquakes hav...
Application of seismic isolation system is important in bridges design, primarily in seismically act...
Three different isolation systems (IS’s) for bridges and viaducts are considered in the present stud...
Stochastic response of bridges seismically isolated by the friction pendulum system (FPS) is investi...
The work evaluates the optimal properties of friction pendulum system (FPS) bearings for the seismic...
The scope of the present study is focused on the evaluation of the seismic response of bridges isola...
The aim of this work is to evaluate the optimal properties of friction pendulum system (FPS) bearing...
The work evaluates the optimal properties of friction pendulum system (FPS) bearings for the seismic...
The aim of this work is to evaluate the optimal properties of friction pendulum system (FPS) bearing...
The work evaluates the optimal properties of friction pendulum system (FPS) devices for the seismic ...
The seismic response of bridges isolated by elastomeric bearings and the sliding system is investiga...
The effects of the axial load variations on the seismic response of bridges isolated with friction p...
This study aims to evaluate the seismic performances of bridges isolated by the friction pendulum s...
Dynamic response of a benchmark highway bridge isolated with variable friction pendulum system (VFPS...
The paper analyzes the influence of friction pendulum system (FPS) isolator properties on the seismi...
Since 1995 Kobe Earthquake, a number of occurrences of bridge failures due to severe earthquakes hav...
Application of seismic isolation system is important in bridges design, primarily in seismically act...
Three different isolation systems (IS’s) for bridges and viaducts are considered in the present stud...
Stochastic response of bridges seismically isolated by the friction pendulum system (FPS) is investi...
The work evaluates the optimal properties of friction pendulum system (FPS) bearings for the seismic...
The scope of the present study is focused on the evaluation of the seismic response of bridges isola...