SEISMIC RESPONSE PREDICTION OF HDR BEARINGS USING FRACTIONAL DERIVATIVE MAXWELL MODEL

Authors
Citation
Js. Hwang et Jc. Wang, SEISMIC RESPONSE PREDICTION OF HDR BEARINGS USING FRACTIONAL DERIVATIVE MAXWELL MODEL, Engineering structures, 20(9), 1998, pp. 849-856
Citations number
18
Categorie Soggetti
Engineering, Civil
Journal title
ISSN journal
01410296
Volume
20
Issue
9
Year of publication
1998
Pages
849 - 856
Database
ISI
SICI code
0141-0296(1998)20:9<849:SRPOHB>2.0.ZU;2-T
Abstract
Shaking table tests are conducted for one type of high damping rubber (HDR) bearing in this study. The bearing is strained up to a maximum s hear strain of approximately 200%. The equivalent linear characteristi cs are determined according to AASHTO specifications based on the stea dy-state responses of sinusoidal tests. An equivalent linear analysis is performed to predict the seismic responses of the test structure an d the results are compared with the measured responses. Besides, the f ractional derivative Maxwell model of the bearing is formulated and an explicit integration scheme is implemented for solving the equation o f motion of the test structure subject to ground motions. Two sets of numerical parameters involved in the fractional derivative Maxwell mod el are identified with respect to the best fit to the dynamic amplific ation function and phase angle determined from the sinusoidal tests. A ccording to the comparison of the predicted and measured seismic respo nses of the test structure, it is found that the parameters should be determined from the best fit to the phase angle rather than the dynami c amplification function. For practical applications, the fractional d erivative Maxwell model is equipped with an iteration procedure. (C) 1 998 Elsevier Science Ltd. All rights reserved.