<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-09-21T21:14:16Z</responseDate><request verb="GetRecord" identifier="oai:www.repository.cam.ac.uk:1810/303621" metadataPrefix="uketd_dc">https://api.repository.cam.ac.uk/server/oai/request</request><GetRecord><record><header><identifier>oai:www.repository.cam.ac.uk:1810/303621</identifier><datestamp>2020-03-20T10:41:30Z</datestamp><setSpec>com_1810_213729</setSpec><setSpec>com_1810_256065</setSpec><setSpec>col_1810_219485</setSpec></header><metadata><uketd_dc:uketddc xmlns:uketd_dc="http://naca.central.cranfield.ac.uk/ethos-oai/2.0/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:dcterms="http://purl.org/dc/terms/" xmlns:uketdterms="http://naca.central.cranfield.ac.uk/ethos-oai/terms/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" xsi:schemaLocation="http://naca.central.cranfield.ac.uk/ethos-oai/2.0/ http://naca.central.cranfield.ac.uk/ethos-oai/2.0/uketd_dc.xsd">
   <dc:title>Geometry-based structural analysis and design via discrete stress functions</dc:title>
   <dc:identifier xsi:type="dcterms:DOI">10.17863/CAM.50698</dc:identifier>
   <dc:creator>Konstantatou, Marina</dc:creator>
   <uketdterms:advisor>McRobie, Allan</uketdterms:advisor>
   <dcterms:abstract>This PhD thesis proposes a direct and unified method for generating global static equilibrium
for 2D and 3D reciprocal form and force diagrams based on reciprocal discrete stress
functions. This research combines and reinterprets knowledge from Maxwell’s 19th century
graphic statics, projective geometry and rigidity theory to provide an interactive design and
analysis framework through which information about designed structural performance can be
geometrically encoded in the form of the characteristics of the stress function. This method
results in novel, intuitive design and analysis freedoms.
In contrast to contemporary computational frameworks, this method is direct and analytical.
In this way, there is no need for iteration, the designer operates by default within
the equilibrium space and the mathematically elegant nature of this framework results in its
wide applicability as well as in added educational value. Moreover, it provides the designers
with the agility to start from any one of the four interlinked reciprocal objects (form diagram,
force diagram, corresponding stress functions).
This method has the potential to be applied in a wide range of case studies and fields.
Specifically, it leads to the design, analysis and load-path optimisation of tension-and compression
2D and 3D trusses, tensegrities, the exoskeletons of towers, and in conjunction
with force density, to tension-and-compression grid-shells, shells and vaults. Moreover, the
abstract nature of this method leads to wide cross-disciplinary applicability, such as 2D and
3D discrete stress fields in structural concrete and to a geometrical interpretation of yield line
theory.</dcterms:abstract>
   <uketdterms:institution>University of Cambridge</uketdterms:institution>
   <dcterms:issued>2020-04-25</dcterms:issued>
   <dc:type>Thesis</dc:type>
   <uketdterms:qualificationlevel>Doctoral</uketdterms:qualificationlevel>
   <uketdterms:qualificationname>Doctor of Philosophy (PhD)</uketdterms:qualificationname>
   <dc:language>en</dc:language>
   <dcterms:isReferencedBy xsi:type="dcterms:URI">https://www.repository.cam.ac.uk/handle/1810/303621</dcterms:isReferencedBy>
   <dc:identifier xsi:type="dcterms:URI">https://apollo8-f-pro.lib.cam.ac.uk/bitstreams/71dbdbbb-d644-46f2-8167-57e6ac5f9fc3/download</dc:identifier>
   <uketdterms:checksum xsi:type="uketdterms:MD5">b72dfd0206f67660277619047589615e</uketdterms:checksum>
   <dcterms:license>https://apollo8-f-pro.lib.cam.ac.uk/bitstreams/cdcc2441-c73c-415d-ad55-8fd178a0e20c/download</dcterms:license>
   <uketdterms:checksum xsi:type="uketdterms:MD5">87eda9de84448d1f82354d60eee3eb5f</uketdterms:checksum>
   <dc:rights>https://creativecommons.org/licenses/by-nc-nd/4.0/</dc:rights>
   <dc:subject>Graphic Statics</dc:subject>
   <dc:subject>Structural Design</dc:subject>
   <dc:subject>Airy Stress Functions</dc:subject>
   <dc:subject>Structural Morphology</dc:subject>
   <dc:subject>Maxwell</dc:subject>
   <dc:subject>Reciprocal Diagrams</dc:subject>
</uketd_dc:uketddc>
</metadata></record></GetRecord></OAI-PMH>