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Advances in Civil Engineering
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2012
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Article
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Fig 12
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Research Article
Pounding Effects in Simply Supported Bridges Accounting for Spatial Variability of Ground Motion: A Case Study
Figure 12
Displacement time histories for stations 1 to 8: (a) highly correlated time-histories (set 1/5
= 1200 m/s.
(a)
(b)