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email: adeng@colebrand.com
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Figure 1.
Application of CI LUDs to an existing multispan continuous
bridge deck. The fixed central pier resists long-term
horizontal forces; the slide bearings and CI LUDs on other
piers allow slow movement; all piers resist and share
transient forces. CI LUDs can also be attached to one or
both abutments if further load sharing is
required. |
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