论文信息 - On the dynamic response of rolling base isolation systems

On the dynamic response of rolling base isolation systems

SUMMARY In the present paper, the dynamic behavior of a rolling isolation device composed of cylinders moving in between two rubber layers is studied from a theoretical point of view. The device reduces the seismic energy both by decoupling the motion of the structure from the base and through the visco-elastic behavior of the rubber (or neoprene). The behavior and the efficacy of this device is explained by relations obtained for the rolling friction coefficient versus the rolling velocity and for the horizontal force versus the vertical load acting on the device. Future studies will aim to determine the appropriate dimensions of the elements composing the isolator that most reduce seismic vibrations in structures. Copyright © 2012 John Wiley & Sons, Ltd.

[1] B. Persson. Rolling friction for hard cylinder and sphere on viscoelastic solid , 2010, The European physical journal. E, Soft matter.

[2] Dora Foti,et al. Comparative study of the inelastic response of base isolated buildings , 2003 .

[3] D. Foti,et al. Experimental study of a reduced scale model seismically base isolated with Rubber-Layer Roller Bearings (RLRB) , 1996 .

[4] B. Lorenz,et al. Contact mechanics and rubber friction for randomly rough surfaces with anisotropic statistical properties , 2009, The European physical journal. E, Soft matter.

[5] Dora Foti,et al. Response of middle-rise steel frames with and without passive dampers to near-field ground motions , 2003 .