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Shock and Vibration
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2018
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Article
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Tab 8
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Research Article
Seismic Retrofit of a Multispan Prestressed Concrete Girder Bridge with Friction Pendulum Devices
Table 8
Summary of seismic isolated bridge model parameters.
Model
Vertical component
Coefficient of friction variability
Rate coefficient
s/m
30
20
50
=
= 3%;
= 2%
= 6%
= 8%.