Quasi-Static Nonlinear Seismic Assessment of a Fourth Century A.D. Roman Aqueduct in Istanbul, Turkey

The majority of architectural heritage consists of load-bearing masonry components made up of stone units and relatively weak mortar joints, yielding potential weak planes for masonry structures where tension and shear failures are expected to occur. Advanced nonlinear analyses are required to simul...

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Bibliographic Details
Main Authors: Semih Gonen, Bora Pulatsu, Ece Erdogmus, Engin Karaesmen, Erhan Karaesmen
Format: Article
Language:English
Published: MDPI AG 2021-02-01
Series:Heritage
Subjects:
Online Access:https://www.mdpi.com/2571-9408/4/1/25