Component Test Results: Record Number 77

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Citation

TitleBi-directional Characterization of Seismic Isolation Bearings
AuthorsWhittaker, Andrew; Thompson, Andrew C. T.; Huang, Wei-Hsi; Fenves, Gregory L.
PublicationPEER Report in publication
ObjectivesTo characterize the bi-directional response of elastomeric and sliding seismic isolators and to investigate strain-history, path-history, scragging, and recovery effects.
AbstractThere is a large amount of data on the unidirectional behavior of seismic isolation hardware. Design of structural systems incorporating such hardware is primarily based on unidirectional test data. Few tests have been performed to investigate the bi-directional response of isolators: Kajima corporation has tested elastomeric bearings and SUNY-Buffalo has tested sliding bearings. An ongoing coordinated experimental and analytical research program at UC Berkeley, sponsored by the California Department of Transportation, is actively addressing bi-directional characterization of both elastomeric and sliding bearings. The bearings are subjected to bi-directional displacement-history orbits, traced by UC Berkeley's earthquake simulator at the Earthquake Engineering Research Center. The orbits are selected to investigate unidirectional and bi-directional response, strain-history, and path-history effects. The amplitudes and sequences of the orbits are selected to investigate scragging and recovery effects. To date, both DIS lead rubber (LR) bearings and Bridgestone high-damping rubber (HDR) bearings have been tested. Friction-pendulum bearings and Andre HDR bearings will be tested in May 1999. Results from sixty tests performed on the Bridgestone HDR and DIS LR bearings are presented. There is much evidence of scragging in the HDR bearings. It is found that the greatest percentage in shear-modulus reduction occurs during the first half-cycle. Also, scragging the bearing in one direction will likely scrag the bearing in the orthogonal direction. The virgin properties of the tested HDR bearing recovered with time. There is little evidence of scragging in the tested LR bearing. Path-history is found to affect the force response of both the tested HDR and LR bearings.

Component Details: High Damping Rubber Bearing

Rubber compound KL301
Diameter 176mm
Total rubber height 44mm
Rubber layer thickness 2.2mm
First shape factor 20
Second shape factor 4
Connection type Bolted
End plate thickness 12mm
Shim plate thickness 1.0mm
Scale factor 0.4
Manufacturer Bridgestone

Test Details

Axial stress MPa 3.27
Bi-directional test yes
Loading frequency Hz 0.50.003
Shear failure test No
Shear strain % 2536100141200250283354
Component tests on lead rubber bearings and system tests also performed.

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