Structural behaviour of masonry arch with no-horizontal springing settlement

Structural behaviour of masonry arch with no-horizontal springing settlement

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This paper presents a calculation procedure for assessing the structural integrity of a masonry arch with non-horizontal springing settlement. By applying the Principle of Virtual Work (PVW) to the deformed arch system, the procedure proposed herein details the reaction forces and thrust lines for...

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Bibliographic Details
Main Authors: P. Zampieri, N. Simoncello, C. Pellegrino
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2017-12-01
Series:Frattura ed Integrità Strutturale
Subjects:
Safety of masonry arches
Collapse mechanism
Springing settlement
Experiment
Online Access:https://www.fracturae.com/index.php/fis/article/view/1979

Internet

https://www.fracturae.com/index.php/fis/article/view/1979

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