Displacement Demand for Nonlinear Static Analyses of Masonry Structures: Critical Review and Improved Formulations

Displacement Demand for Nonlinear Static Analyses of Masonry Structures: Critical Review and Improved Formulations

This paper discusses different formulations for calculating earthquake-induced displacement demands to be associated with nonlinear static analysis procedures for the assessment of masonry structures. Focus is placed on systems with fundamental periods between 0.1 and 0.5 s, for which the inelastic...

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Bibliographic Details
Main Authors: Gabriele Guerrini, Stylianos Kallioras, Stefano Bracchi, Francesco Graziotti, Andrea Penna
Format: Article
Language:English
Published: MDPI AG 2021-03-01
Series:Buildings
Subjects:
capacity spectrum method
equivalent linear system
inelastic displacement spectra
masonry structure assessment
nonlinear static analysis
seismic displacement demand
Online Access:https://www.mdpi.com/2075-5309/11/3/118

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