Numerical Simulation of Unreinforced Masonry Buildings with Timber Diaphragms

Numerical Simulation of Unreinforced Masonry Buildings with Timber Diaphragms

Though flexible diaphragms play a role in the seismic behaviour of unreinforced masonry buildings, the effect of the connections between floors and walls is rarely discussed or explicitly modelled when simulating the response of such buildings. These flexible diaphragms are most commonly timber floo...

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Bibliographic Details
Main Authors: Igor Tomić, Francesco Vanin, Ivana Božulić, Katrin Beyer
Format: Article
Language:English
Published: MDPI AG 2021-05-01
Series:Buildings
Subjects:
unreinforced masonry
seismic assessment
equivalent frame models
incremental dynamic analysis
timber floors
flexible diaphragms
Online Access:https://www.mdpi.com/2075-5309/11/5/205

Internet

https://www.mdpi.com/2075-5309/11/5/205

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