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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.

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Presentation on theme: "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."— Presentation transcript:

1 212 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

2 Modern Methods in Earthquake and Vibration Mitigation

3 Elastomeric / Natural Rubber Isolators

4 Spectral Response Target Period 2-3sec

5 Spectral Response

6 Site Effects on Spectral Response

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8 Steel-Laminated Elastomeric Bearings Curtesy Scougal Rubber, Seattle, WA

9 Deformed Seismic High Damping Rubber Bearing

10 Lead Rubber Bearing

11 Whitestone Bridge - Rubber Bearings

12 Friction Pendulum System

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15 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

16 Hayward City Hall, CA 53 FPS 15 Taylor Fluid Dampers Period 3.0 sec 3.5% Friction +/-28 cm movement 900 tons capacity

17 22 FPS 5 sec period +/- 1.30 m movement 2200 tons capacity R=6.2m

18 San Francisco Airport International Terminal 267 FPS 3 sec period +/- 60 cm movement 3000 tons capacity


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