Critical Assessment of Estimation Procedures for Floor Acceleration Demands in Steel Moment-Resisting Frames

Performance-based earthquake engineering has created the need for practical ways to assess the response of non-structural components (NSCs), which may be affected by deformation and/or acceleration demands of the superstructure. In the research study detailed in this paper, peak floor accelerations...

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Bibliographic Details
Main Authors: Isaac González, António Silva, Luís Macedo, Ricardo Monteiro, José Miguel Castro
Format: Article
Language:English
Published: Frontiers Media S.A. 2019-11-01
Series:Frontiers in Built Environment
Subjects:
Online Access:https://www.frontiersin.org/article/10.3389/fbuil.2019.00139/full