Structural behaviour of masonry arch with no-horizontal springing settlement
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...
Main Authors: | , , |
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Format: | Article |
Language: | English |
Published: |
Gruppo Italiano Frattura
2017-12-01
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Series: | Frattura ed Integrità Strutturale |
Subjects: | |
Online Access: | https://www.fracturae.com/index.php/fis/article/view/1979 |