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...
Gorde:
| Egile Nagusiak: | , , , , |
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| Formatua: | Artigo |
| Hizkuntza: | Inglês |
| Argitaratua: |
Wiley
2024-01-01
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| Saila: | Japan Architectural Review |
| Gaiak: | |
| Sarrera elektronikoa: | https://doi.org/10.1002/2475-8876.70005 |
| Etiketak: |
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