Research Article
Stiffness-Displacement Correlation from the RC Shear Wall Tests of the SAFE Program: Derivation of a Capacity Line Model
Figure 12
Piecewise line model of the monotonic envelope for Wall T09 and response spectra of the experimentally applied earthquakes for damping ratio, ξ = 5% (a) and ξ = 7% (b).
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(b) |