The main object of this study is to determine and compare the structural behavior of base isolated long span highway bridge, Gülburnu Highway Bridge, using single concave friction pendulum (SCFP) and triple concave friction pendulum (TCFP). The bridge is seismically isolated in the design phase to increase the main period and reduce the horizontal forces with moments using SCFP bearings. In the content of the paper, firstly three dimensional finite element model (FEM) of the bridge is constituted using project drawings by SAP2000 software. The dynamic characteristics such as natural frequencies and periods, and the structural response such as displacements, axial forces, shear forces and torsional moments are attained from the modal and dyn...
The earthquake effects on cable-stayed bridges isolated by single concave friction pendulum (SCFP) ...
Several experimental studies of frictional isolators suggest that the coefficient of friction depend...
The aim of this work is to evaluate the optimal properties of friction pendulum system (FPS) bearing...
Application of seismic isolation system is important in bridges design, primarily in seismically act...
Dynamic response of a benchmark highway bridge isolated with variable friction pendulum system (VFPS...
The present investigation examines how the properties of the double concave friction pendulum (DCFP)...
The effects of the axial load variations on the seismic response of bridges isolated with friction p...
Since 1995 Kobe Earthquake, a number of occurrences of bridge failures due to severe earthquakes hav...
The aim of this work is to evaluate the seismic response of bridges isolated with friction pendulum ...
Data Availability: All data relevant to the article will be made available upon request for research...
Based on the principle of conservation of energy, analytical modelling of the energy response of con...
The results show that the bridge equipped with seismic isolation bearing system shows a high amount ...
The “Retro” project funded by the European commission within the Series-project aims at studying nu...
The aim of this work is to evaluate the optimal properties of friction pendulum system (FPS) bearing...
A systematic method is developed for the dynamic analysis of the structures with sliding isolation w...
The earthquake effects on cable-stayed bridges isolated by single concave friction pendulum (SCFP) ...
Several experimental studies of frictional isolators suggest that the coefficient of friction depend...
The aim of this work is to evaluate the optimal properties of friction pendulum system (FPS) bearing...
Application of seismic isolation system is important in bridges design, primarily in seismically act...
Dynamic response of a benchmark highway bridge isolated with variable friction pendulum system (VFPS...
The present investigation examines how the properties of the double concave friction pendulum (DCFP)...
The effects of the axial load variations on the seismic response of bridges isolated with friction p...
Since 1995 Kobe Earthquake, a number of occurrences of bridge failures due to severe earthquakes hav...
The aim of this work is to evaluate the seismic response of bridges isolated with friction pendulum ...
Data Availability: All data relevant to the article will be made available upon request for research...
Based on the principle of conservation of energy, analytical modelling of the energy response of con...
The results show that the bridge equipped with seismic isolation bearing system shows a high amount ...
The “Retro” project funded by the European commission within the Series-project aims at studying nu...
The aim of this work is to evaluate the optimal properties of friction pendulum system (FPS) bearing...
A systematic method is developed for the dynamic analysis of the structures with sliding isolation w...
The earthquake effects on cable-stayed bridges isolated by single concave friction pendulum (SCFP) ...
Several experimental studies of frictional isolators suggest that the coefficient of friction depend...
The aim of this work is to evaluate the optimal properties of friction pendulum system (FPS) bearing...