Masonry Buildings Subjected To Foundation
Settlements Due To Landslide: A Preliminary
Study On The Interpretation Of Structural
Behaviour Using The Load Path Method
Author(s)
F. Palmisano & A. Elia
Abstract
Models have always been instruments to foresee the characteristics of a work.
Only after Galilei, this custom entered the heritage of science and then models
also become instruments to simulate and analyse structural behaviour. This paper
reports the preliminary results of a study on the use of the load path method to
interpret the behaviour of masonry buildings subjected to foundation settlements
due to landslide. Models useful for describing global behaviour are presented.
The aim is to show the effectiveness of the load path method for the prediction of
structural behaviour, as well as for the diagnosis of crack patterns.
Keywords: masonry structures, landslide, strut-and-tie model, load path method.
Keywords
masonry structures, landslide, strut-and-tie model, load path method
Related Book
Other papers in this volume
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