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August 16, 2025Applied SciencesOpen Access

SSI Effects on Constant-Ductility Inelastic Displacement Ratio and Residual Displacement of Self-Centering Systems Under Pulse-Type Ground Motions

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Authors

MAMüberra Eser Aydemir

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Overview

Analysis reveals soil-structure interaction influences inelastic displacement ratios in self-centering systems under pulse-type ground motions, suggesting new estimation formulas.

Key Points

  • The study finds that soil-structure interaction significantly affects the inelastic displacement ratio and residual displacement of self-centering systems under seismic loads.
  • Key metrics include the inelastic displacement ratio and residual displacement calculated from 56 near-fault pulse-type ground motions using nonlinear dynamic analysis.
  • Dynamic analyses reveal how different parameters, like ductility and energy dissipation, influence system responses in seismic conditions.
  • The findings underscore the importance of considering soil flexibility in structural design, calling for more adaptive building strategies.

Cite This Study

Müberra Eser Aydemir (2025) studied this question.

synapsesocial.com/papers/68a366b20a429f797332cfd2https://doi.org/10.3390/app15158661
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