Structures undergoing inelastic displacements during earthquake ground motions are known to sustain some amount of residual displacements, which may make them unusable or unsafe. In this study an attempt is made to estimate residual displacements for elastic-perfectly-plastic single-degree-of-freedom oscillators with a given lateral strength ratio. It is observed in the case of a class of ground motions that there are no trends in the dependence of residual displacement on the temporal features of the ground motion, and thus any estimation of residual displacements should be carried out only in the statistical sense. Statistical estimation of residual displacement spectrum via normalization with respect to inelastic or elastic spectral displacements is considered, and it is found that normalization with respect to inelastic spectral displacements is preferable. Expressions for residual displacement spectra are proposed for both types of normalizations and for the given-lateral-strength-ratio type oscillators.
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Harikrishnan, M.G., Gupta, V.K. Scaling of residual displacements in terms of elastic and inelastic spectral displacements for existing SDOF systems. Earthq. Eng. Eng. Vib. 19, 71–85 (2020) doi:10.1007/s11803-020-0548-z
- residual displacement spectrum
- lateral strength ratio
- elastic-perfectly-plastic oscillator
- inelastic displacement spectrum
- elastic displacement spectrum
- horizontal ground motions