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Please use this identifier to cite or link to this item: http://arks.princeton.edu/ark:/88435/dsp01m326m434z
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dc.contributorKilian, Axel-
dc.contributor.advisorAdriaenssens, Sigrid M.-
dc.contributor.authorFang, Demi-
dc.date.accessioned2017-07-20T15:07:18Z-
dc.date.available2017-07-20T15:07:18Z-
dc.date.created2017-04-17-
dc.date.issued2017-4-17-
dc.identifier.urihttp://arks.princeton.edu/ark:/88435/dsp01m326m434z-
dc.description.abstractThis thesis compares thrust line analysis (TLA) and distinct element modeling (DEM) as strategies for assessing the stability of unreinforced masonry arches and vaults. The limitations of each method are explored and identified through the stability assessment of idealized semicircle-based arches and vaults.en_US
dc.language.isoen_USen_US
dc.titleAssessing the Stability of Masonry Arches and Vaults: A Comparison of Analytical and Numerical Strategiesen_US
dc.typePrinceton University Senior Theses-
pu.date.classyear2017en_US
pu.departmentCivil and Environmental Engineeringen_US
pu.pdf.coverpageSeniorThesisCoverPage-
pu.contributorid960527946-
pu.contributor.authorid960860859-
pu.contributor.advisorid960488035-
Appears in Collections:Civil and Environmental Engineering, 2000-2020

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