Shock and Vibration / 2015 / Article / Fig 3

Research Article

Evaluation on Impact Interaction between Abutment and Steel Girder Subjected to Nonuniform Seismic Excitation

Figure 3

Profile of a steel continuous girder bridge.
(a) Profile of a two-span steel continuous girder bridge (unit: cm)
(b) Detailed cross section of the pier and abutment (unit: cm)
(c) Detailed cross section of a pier (unit: mm)

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