Fundamental study of damping models with enhanced frequency independence in nonlinear seismic response analysis
Abstract Causal hysteretic damping, extended Rayleigh damping, and uniform damping models exhibit frequency‐independent damping ratios over a wide frequency range. However, several points remain unclear regarding their applicability to inelastic problems. Therefore, in this study, to compare the vib...
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| Hauptverfasser: | , , , , |
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| Format: | Artigo |
| Sprache: | Inglês |
| Veröffentlicht: |
Wiley
2024-01-01
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| Schriftenreihe: | Japan Architectural Review |
| Schlagworte: | |
| Online-Zugang: | https://doi.org/10.1002/2475-8876.70005 |
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