Floor Acceleration Demands in a Twelve-Storey RC Shear Wall Building
The seismic response of acceleration-sensitive non-structural components in buildings has attracted the attention of a significant number of researchers over the past decade. This paper provides the results which improve the state-of-knowledge of the influences that higher vibration modes of structu...
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| Hoofdauteurs: | , |
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| Formaat: | Artigo |
| Taal: | Inglês |
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MDPI AG
2021-01-01
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| Reeks: | Buildings |
| Onderwerpen: | |
| Online toegang: | https://www.mdpi.com/2075-5309/11/2/38 |
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