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dc.contributor.authorChirivì, Sen
dc.contributor.authorIbell, Timothyen
dc.contributor.authorContento, Aen
dc.contributor.authorDi Egidio, Aen
dc.date.accessioned2018-01-12T10:25:57Z
dc.date.available2018-01-12T10:25:57Z
dc.date.issued2016-01-01en
dc.identifier.issn1369-4332
dc.identifier.urihttps://www.repository.cam.ac.uk/handle/1810/270535
dc.description.abstract© The Author(s) 2016 Reprints and permissions. A linear elastic analytical model of curved beam with constant curvature coupled with curved strings has been developed. To model the connections between the strings and the beam, a continuous distribution of tangential and orthogonal linear elastic springs have been introduced. To evaluate the behavior of the system, a numerical integration of the field equations has been performed. A parametric analysis, capable of pointing out the influence on the behavior of the system of both the stiffness of the tangential connection between strings and beam and of the geometrical characteristic of the beam, has been performed. The results of the proposed model have been compared with those obtained from a finite element model. They show that the strings, in some cases, do not work as expected.
dc.titleLinear static behavior of curved beams coupled with strings representing also fiber-reinforced masonry archesen
dc.typeArticle
prism.endingPage64
prism.issueIdentifier1en
prism.publicationDate2016en
prism.publicationNameAdvances in Structural Engineeringen
prism.startingPage53
prism.volume19en
dc.identifier.doi10.17863/CAM.17430
rioxxterms.versionofrecord10.1177/1369433215622870en
rioxxterms.versionAM*
rioxxterms.licenseref.urihttp://www.rioxx.net/licenses/all-rights-reserveden
rioxxterms.licenseref.startdate2016-01-01en
dc.contributor.orcidIbell, Timothy [0000-0002-5266-4832]
dc.identifier.eissn2048-4011
rioxxterms.typeJournal Article/Reviewen
cam.issuedOnline2016-03-03en


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