Component Test Results: Record Number 16

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Citation

TitleExperimental Studies of the Mechanical Properties of Three Types of Seismic Isolation Bearings.
AuthorsAiken, Ian D.; Kelly, James M.; Clark, Peter W.; Tamura, Kazuo; Kikuchi, Masaru; Itoh, Tetsuji
PublicationProceedings of the Tenth World Conference on Earthquake Engineering, July 1992
ObjectivesAn extensive series of tests aimed at confirming or refining existing analytical models of three types of isolation bearings by fully identifying their mechanical properties.
AbstractThe results of an extensive series of experimental tests to identify the mechanical characteristics of three types of isolation bearings are presented. Two types of high-damping rubber bearings and one type of lead rubber bearing were studied. Cyclic horizontal displacement tests, varying the test parameters of shear displacement amplitude, axial load, and loading frequency were performed on all of the bearings. Bearing shear stiffness and damping properties were investigated in terms of different test parameters. Ultimate-level tests consisted of monotonic shear loading to failure at several different axial loads, and tension failure tests of the bearings with bolted connections. Rollout instability tests of the doweled bearings were conducted. Comparisons are made between experimental results and available analytical relationships for material and bearing properties.

Component Details: High Damping Rubber Bearing

Manufacturer Rubber Consultants
Rubber compound HDRN-S
Diameter 140mm
Total rubber height 48mm
Rubber layer thickness 4mm
Connection type Bolted
First shape factor 8.75
Second shape factor 2.92
Shim plate thickness 1.6mm
End plate thickness 20mm
Scale factor 0.4

Test Details

Axial load kN 39156-7.878.5235.5
Horizontal failure test yes
Loading frequency Hz 0.30.51.03.0
Shear strain % 25507575100150200250300350
Tension/compression failure test yes

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