Research Article
Fragility-Based Improvement of System Seismic Performance for Long-Span Suspension Bridges
Figure 13
Choice of the three retrofit measures based on deformations and forces: (a) EDP-IM relation; (b) pounding probability conditioned on IM; (c) pounding probability conditioned on deformation; contours of pounding probability for (d) dampers and (e) elastic cables.
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(b) |
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(d) |
(e) |