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Smart Structures and Systems
  Volume 16, Number 4, October 2015 , pages 701-723
DOI: https://doi.org/10.12989/sss.2015.16.4.701
 


Comparison of seismic behavior of long period SDOF systems mounted on friction isolators under near-field earthquakes
Vahid Loghman and Faramarz Khoshnoudian

 
Abstract
    Friction isolators are one of the most important types of bearings used to mitigate damages of earthquakes. The adaptive behavior of these isolators allows them to achieve multiple levels of performances and predictable seismic behavior during different earthquake hazard levels. There are three main types of friction isolators. The first generation with one sliding surface is known as Friction Pendulum System (FPS) isolators. The double concave friction pendulum (DCFP) with two sliding surfaces is an advanced form of FPS, and the third one, with fully adaptive behavior, is named as triple concave friction pendulum (TCFP). The current study has been conducted to investigate and compare seismic responses of these three types of isolators. The structure is idealized as a two-dimensional single degree of freedom (SDOF) resting on isolators. The coupled differential equations of motion are derived and solved using state space formulation. Seismic responses of isolated structures using each one of these isolators are investigated under seven near fault earthquake motions. The peak values of bearing displacement and base shear are studied employing the variation of essential parameters such as superstructure period, effective isolation period and effective damping of isolator. The results demonstrate a more efficient seismic behavior of TCFP isolator comparing to the other types of isolators. This efficiency depends on the selected effective isolation period as well as effective isolation damping. The investigation shows that increasing the effective isolation period or decreasing the effective isolation damping improves the seismic behavior of TCFP compared to the other isolators. The maximum difference in seismic responses, the base shear and the bearing displacement, for the TCFP isolator are calculated 26.8 and 13.4 percent less than the DCFP and FPS in effective isolation damping equal to10%, respectively.
 
Key Words
    friction isolators; friction pendulum system; double concave friction pendulum; triple concave friction pendulum; seismic responses; near fault ground motions
 
Address
Vahid Loghman and Faramarz Khoshnoudian: Faculty of Civil Engineering, AmirKabir University of Technology (Tehran Polytechnic), Hafez St., Tehran, Iran
 

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