SENSITIVITY ANALYSIS OF INPUT PARAMETERS FOR LOAD CARRYING CAPACITY OF MASONRY ARCH BRIDGES

SENSITIVITY ANALYSIS OF INPUT PARAMETERS FOR LOAD CARRYING CAPACITY OF MASONRY ARCH BRIDGES

The article deals with an analysis of railway masonry arch bridges. Typical attributes of these bridges are pointing loss and backfill. Therefore, the material - masonry - behaviour can be described only by a non-linear stress-strain diagram, mainly because of low or no tensile strength. The load ca...

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Bibliographic Details
Main Authors:	Marek Vokál, Michal Drahorád
Format:	Article
Language:	English
Published:	CTU Central Library 2020-09-01
Series:	Acta Polytechnica
Subjects:	non-linearity, masonry, arch bridge, load carrying capacity
Online Access:	https://ojs.cvut.cz/ojs/index.php/ap/article/view/6061

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