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212 Ketter Hall, North Campus, Buffalo, NY 14260 www.civil.buffalo.edu Fax: 716 645 3733 Tel: 716 645 2114 x 2400 Structural Control through Base Isolation Andrei M Reinhorn Professor of Structural Engineering
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Modern Methods in Earthquake and Vibration Mitigation
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Elastomeric / Natural Rubber Isolators
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Spectral Response Target Period 2-3sec
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Spectral Response
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Site Effects on Spectral Response
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Steel-Laminated Elastomeric Bearings Curtesy Scougal Rubber, Seattle, WA
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Deformed Seismic High Damping Rubber Bearing
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Lead Rubber Bearing
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Whitestone Bridge - Rubber Bearings
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Friction Pendulum System
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Liquid Natural Gas (LNG)Tanks Friction Pendulum System 212 Isolators -20 o C - 30 o C 1000 tons capacity 5% friction +/-30 cm lateral movement period of 2.75 sec
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Hayward City Hall, CA 53 FPS 15 Taylor Fluid Dampers Period 3.0 sec 3.5% Friction +/-28 cm movement 900 tons capacity
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22 FPS 5 sec period +/- 1.30 m movement 2200 tons capacity R=6.2m
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San Francisco Airport International Terminal 267 FPS 3 sec period +/- 60 cm movement 3000 tons capacity
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