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  1. Home
  3. Computational Design Of High-performance U-shaped Seismic Dampers Using Statistical Optimization.
  1. Home
  3. Computational Design Of High-performance U-shaped Seismic Dampers Using Statistical Optimization.

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Computational Design of High-Performance U-Shaped Seismic Dampers Using Statistical Optimization.

Ignacio Ríos1,2, Álvaro Gómez1,2, Felipe Romero3

  • 1Department of Mechanical Engineering, Universidad de La Frontera, Temuco 4811230, Chile.

Materials (Basel, Switzerland)
|December 11, 2025

View abstract on PubMed

Summary
This summary is machine-generated.

Engineers developed a new method using statistics and computer analysis to design better U-shaped seismic dampers (USSDs). This approach significantly improved energy dissipation and stiffness for enhanced structural seismic resilience.

Keywords:
Taguchi methodU-shaped damper (USSD)energy dissipationfinite element analysis (FEA)hysteretic damperseismic damperseismic hazard mitigationstatistical optimizationsteel dampersstructural engineering

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Area of Science:

  • Structural Engineering
  • Mechanical Engineering
  • Computational Mechanics

Background:

  • Passive metallic dampers are crucial for seismic resilience.
  • Traditional damper design often lacks systematic optimization.
  • Novel approaches are needed for next-generation seismic protection devices.

Purpose of the Study:

  • To introduce and validate a data-driven workflow for designing superior U-shaped seismic dampers (USSDs).
  • To move beyond incremental modifications towards systematic, performance-based design.
  • To optimize damper geometry for enhanced seismic performance.

Main Methods:

  • Combined the Taguchi method with nonlinear finite element analysis.
  • Utilized an L25 orthogonal array for systematic parameter investigation.
  • Employed Analysis of Variance (ANOVA) to identify influential geometric factors.

    • Main Results:

    • Identified height, thickness, and length as key parameters influencing damper behavior.
    • Developed optimized USSD models, including the UD-M4 model.
    • UD-M4 showed a ~7x increase in energy dissipation and a 9x increase in stiffness compared to baseline.

    Conclusions:

    • Validated an efficient statistical-computational methodology for seismic damper design.
    • Demonstrated significant performance improvements in optimized USSDs.
    • This approach enables data-driven, performance-based design of seismic protection devices.