Stiffness-Displacement Correlation from the RC Shear Wall Tests of the SAFE Program: Derivation of a Capacity Line Model

<div>Identified values of drift amplitude and damping ratio as a function of the identified shear modulus from all the successive earthquake responses on wall T09.</div>

Advances in Materials Science and Engineering

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Figure 8

Figure 8: Stiffness-Displacement Correlation from the RC Shear Wall Tests of the SAFE Program: Derivation of a Capacity Line Model 