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this PDF file A Modal Pushover Analysis on MultiSpan Concrete Bridges to Estimate Inelastic Seismic Responses | Muljati | Civil Engineering Dimension 2 PB

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Figure 2(b). The yield value of Fsn/Ln and Dn are:
Figure 2.  Properties of the nth-mode inelastic SDOF system from pushover curve [8]
Figure 5. Ground Excitation Record
Figure 7. Force Distribution sn* = mφn, n = 1, 2, 3 (at Pier’s Top Elevation)
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