EXPERIMENTAL STUDY OF FPS SYSTEM IN BRID
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TSOPELAS, P.; CONSTANTINOU, M. C.; KIM, Y. S.; OKAMOTO, S.
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Article
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1996
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John Wiley and Sons
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English
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An experimental study of a seismically isolated and a comparable non-isolated bridge is presented. The bridge model featured flexible piers, weighed 158 k N and was tested on a shake table with an array of real and simulated seismic motions with peak acceleration in the range 0.1-ldy. When isolated,