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Advances in Bridge Engineering

Table 1 Design of the twin-column pier

From: Damage control of a twin-column pier with a replaceable steel shear link in a cap beam under transverse seismic motion

Model

Category

Thickness of SSL web /mm

Continuity of main girder

O1

Original design

--

Continuous

30C

Using SSL

30

Continuous

8C

Using SSL

8

Continuous

30D

Using SSL

30

Discontinuous

8D

Using SSL

8

Discontinuous

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