Shock and Vibration / 2015 / Article / Fig 7

Research Article

Seismic Response Analysis of Continuous Multispan Bridges with Partial Isolation

Figure 7

(a) Variation with of the peak average bending moments in correspondence with the external piers () and the central pier (); (b) variation with of the peak average total pier reactions () and abutment reactions () and of the corresponding first mode contribution (, ).
(a)
(b)

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