Effect of Viscous Dampers with Variable Capacity on the Response of Steel Buildings
The objective of this study was to examine the seismic behavior of steel buildings equipped with linear and nonlinear viscous dampers that may exhibit variable capacity. More specifically, nonlinear time history analyses were conducted on two three-dimensional steel buildings utilizing a number of r...
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| Hoofdauteurs: | , , |
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| Formaat: | Artigo |
| Taal: | Inglês |
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MDPI AG
2025-03-01
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| Reeks: | Vibration |
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| Online toegang: | https://www.mdpi.com/2571-631X/8/1/11 |
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