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Erschienen in:
Analysis in Seismic Provisions for Buildings: Past, Present and Future Kapitel lesen Erstes Kapitel lesen

2018 | OriginalPaper | Buchkapitel

5. Seismic Assessment of Existing Irregular Masonry Buildings by Nonlinear Static and Dynamic Analyses

verfasst von : Sergio Lagomarsino, Daniela Camilletti, Serena Cattari, Salvatore Marino

Erschienen in: Recent Advances in Earthquake Engineering in Europe

Verlag: Springer International Publishing

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Abstract

The use of nonlinear static (pushover) analysis in the case of existing irregular masonry buildings is validated through a comparison with results from nonlinear dynamic analyses, assumed as reference because considered as able to represent the actual seismic behavior. After the selection of a regular prototype case study building, different irregular configurations are defined (in terms of plan irregularity and finite stiffness of horizontal diaphragms). Specific proposals are considered for the selection of load patterns to be used in pushover analysis and the definition of limit states on the capacity curve. A general overview of possible approaches for modelling and analysis of masonry buildings is presented in the introduction.

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Vorheriges Kapitel From Force- to Displacement-Based Seismic Design of Concrete Structures and Beyond
Nächstes Kapitel Capturing Geographically-Varying Uncertainty in Earthquake Ground Motion Models or What We Think We Know May Change
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Metadaten
Titel
Seismic Assessment of Existing Irregular Masonry Buildings by Nonlinear Static and Dynamic Analyses
verfasst von
Sergio Lagomarsino
Daniela Camilletti
Serena Cattari
Salvatore Marino
Copyright-Jahr
2018
Buch
Recent Advances in Earthquake Engineering in Europe

Print ISBN: 978-3-319-75740-7

Electronic ISBN: 978-3-319-75741-4

Copyright-Jahr: 2018

DOI
https://doi.org/10.1007/978-3-319-75741-4_5