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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Bibliographic Details
Main Authors: Vladimir Vukobratović, Sergio Ruggieri
Format: Article
Language:English
Published: MDPI AG 2021-01-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/11/2/38