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The authors evaluate the displacement of the column through the solution of the differential equation: frac{{{text{d}}^{2} y}}{{{text{d}}x^{2} }} = frac{frac{2P}{9Eb}}{{left[ {u_{o} + yleft( x right) - frac{Mleft( x right)}{P}} right]^{2} }} (20 where E is the Young's modulus, b is the member width, and M x) is the bending moment function.
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The quantitative relationship between residual crack width and residual deformation is regressed to assess damage to HSRC beam members.
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