Failure of double friction pendulum bearings under pulse‐type motions. (8th November 2016)

• Record Type: Journal Article
• Authors: Bao, Yu; Becker, Tracy C.; Hamaguchi, Hiroki
• Is Part Of: Earthquake engineering and structural dynamics. Volume 46:Number 5(2017)
• Page Start: 715
• Page End: 732
• Publication Date: 2016-11-08
• Subjects: failure -- impact simulation -- double friction pendulum bearing -- pulse excitation -- seismic isolation; Structural dynamics -- Periodicals; Earthquake engineering -- Periodicals; 624.1762
• DOI: 10.1002/eqe.2827
• Languages: English
• ISSNs: 0098-8847

Abstract

Summary: Although the behavior of friction sliding bearings is well understood, the failure behavior has not been thoroughly investigated. However, predicting and understanding the failure of bearings is an important key in designing isolated structures to minimize their collapse in extreme events, and thus, this study is critical. Because of its relative simplicity and particular availability in certain markets, the failure of the double friction pendulum (DFP) bearing at its physical displacement limit is investigated. The bearing is modeled with a rigid body model including inertia for each of the bearing components. A nonlinear viscoelastic impact model is included to simulate the impact between bearing components. As isolation systems are particularly vulnerable to long‐period excitations, analytical pulses are used as input excitations to investigate the influences of pulse parameters on the failure of DFP. The influences of DFP design parameters are investigated as well. To confirm that the response to the analytical pulses correctly represents the behavior under long‐period ground motions, wavelet analysis to is performed on 14 pairs of pulse‐type ground motion records to extract their pulses, and the failure prediction made from the extracted analytical pulse is compared with the failure from the real ground motions. It is found that using the extracted pulses provides a good estimation for the failure prediction of the ground motions. Copyright © 2016 John Wiley & Sons, Ltd.