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contributor authorAndrea Chiozzi
contributor authorMarcello Malagù
contributor authorAntonio Tralli
contributor authorAntonio Cazzani
date accessioned2017-12-30T13:05:04Z
date available2017-12-30T13:05:04Z
date issued2016
identifier other%28ASCE%29CP.1943-5487.0000481.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245453
description abstractA new approach toward a fully computer-aided design (CAD) integrated structural analysis of arched masonry structures is proposed and a new MATLAB-based computational tool, named ArchNURBS, is developed. It is addressed to professionals dealing with the restoration or structural rehabilitation of historical constructions, who need to assess the safety of masonry arches under assigned load distributions. By using it, they can easily produce estimates of the carrying capacity of curved masonry members, and specifically arches of arbitrary shape. A CAD environment, which is very popular among professionals, can be employed to provide a nonuniform rational B-splines (NURBS) representation of arch geometry. On the basis of this representation, it is possible to perform both an elastic isogeometric analysis and a limit analysis of the structure up to the collapse load. Moreover, the developed tool is devised for handling the presence of fiber-reinforced polymers reinforcement strips at the extrados and/or intrados. This allows for the design of properly dimensioned reinforcement and its verification according to current building codes. The entire procedure relies upon a sound theoretical background. ArchNURBS is going to be freely distributed as an open-source project (http://sourceforge.net/projects/archnurbs/).
publisherAmerican Society of Civil Engineers
titleArchNURBS: NURBS-Based Tool for the Structural Safety Assessment of Masonry Arches in MATLAB
typeJournal Paper
journal volume30
journal issue2
journal titleJournal of Computing in Civil Engineering
identifier doi10.1061/(ASCE)CP.1943-5487.0000481
page04015010
treeJournal of Computing in Civil Engineering:;2016:;Volume ( 030 ):;issue: 002
contenttypeFulltext


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