<?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>2026-09-19T03:49:10Z</responseDate><request verb="GetRecord" identifier="oai:dspace.mit.edu:1721.1/157354" metadataPrefix="dim">https://dspace.mit.edu/server/oai/request</request><GetRecord><record><header><identifier>oai:dspace.mit.edu:1721.1/157354</identifier><datestamp>2024-10-17T03:43:06Z</datestamp><setSpec>com_1721.1_97716</setSpec><setSpec>com_1721.1_7749</setSpec><setSpec>com_1721.1_7582</setSpec><setSpec>com_1721.1_7581</setSpec><setSpec>col_1721.1_97717</setSpec><setSpec>col_1721.1_131023</setSpec></header><metadata><dim:dim xmlns:dim="http://www.dspace.org/xmlns/dspace/dim" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" xsi:schemaLocation="http://www.dspace.org/xmlns/dspace/dim http://www.dspace.org/schema/dim.xsd">
   <dim:field mdschema="dc" element="contributor" qualifier="advisor">Mueller, Caitlin</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="author">Burke, Adam T.</dim:field>
   <dim:field mdschema="dc" element="contributor" qualifier="department">Massachusetts Institute of Technology. Department of Architecture</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="accessioned">2024-10-16T17:44:49Z</dim:field>
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   <dim:field mdschema="dc" element="date" qualifier="issued">2024-05</dim:field>
   <dim:field mdschema="dc" element="date" qualifier="submitted">2024-10-10T15:16:45.219Z</dim:field>
   <dim:field mdschema="dc" element="identifier" qualifier="uri">https://hdl.handle.net/1721.1/157354</dim:field>
   <dim:field mdschema="dc" element="identifier" qualifier="orcid">https://orcid.org/0000-0001-9498-8344</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="abstract">Cable and rope net structures are lightweight tensile systems and generally cannot resist&#xd;
compression or bending. Tensile network structures are often used to span long distances&#xd;
without intermediate supports and have found applications in art, architecture, and structural engineering due to their physical and visual lightness. However, the design of tensile&#xd;
net structures is generally challenging since their form cannot be arbitrarily defined. Instead&#xd;
a process of form-finding must be used to establish a geometry where all edges of the network&#xd;
carry only tensile forces.&#xd;
Physical models and computational methods can be used for the form-finding of tensile&#xd;
network structures; however the primary challenge in the design process is the adjustment of&#xd;
the network parameters to achieve a specific design. Recent work has shown that automatic&#xd;
differentiation software packages can be used to efficiently design funicular structures (that&#xd;
is, those that work in pure tension or pure compression) with additional designer driven&#xd;
objectives, but these techniques remain largely inaccessible to general designers, architects,&#xd;
and engineers due to the involved process of problem setup and limited interactivity of&#xd;
existing tools.&#xd;
To address this limitation, I introduce a new tool set consisting of two main components, Ariadne and Theseus. These components take advantage of automatic differentiation&#xd;
of objective functions for efficient tensile network simulation and provide a user interface&#xd;
for architects, engineers, and other designers as a plugin for a commonly used 3d modeling&#xd;
software. In this thesis, I outline the structure and features of this tool set, show results of&#xd;
networks optimized with different composable objectives, and show some fabricated examples. Next, I explore the the generation of more complex 3d network topologies through a&#xd;
procedural shape grammar. Finally, I explore the use of differentiable simulation in conjunction with machine learning techniques to optimize the geometry of tensile networks using&#xd;
semantic input and to develop an implicit representation of the space of equal edge length&#xd;
tensed network poses. Together, this new tool set and additional methods enable a more expansive exploration of the design space of tensile networks where design intent and practical&#xd;
constraints are respected.</dim:field>
   <dim:field mdschema="dc" element="description" qualifier="degree">S.M.</dim:field>
   <dim:field mdschema="dc" element="publisher">Massachusetts Institute of Technology</dim:field>
   <dim:field mdschema="dc" element="rights">Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0)</dim:field>
   <dim:field mdschema="dc" element="rights">Copyright retained by author(s)</dim:field>
   <dim:field mdschema="dc" element="rights" qualifier="uri">https://creativecommons.org/licenses/by-nc-nd/4.0/</dim:field>
   <dim:field mdschema="dc" element="title">In Tension: Computational exploration of the design space of tensile network structures</dim:field>
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   <dim:field mdschema="mit" element="thesis" qualifier="degree">Master</dim:field>
   <dim:field mdschema="thesis" element="degree" qualifier="name">Master of Science in Architecture Studies</dim:field>
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   	&lt;Title>In Tension: Computational exploration of the design space of tensile network structures&lt;/Title>
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   	&lt;PublicationDate>2024-05&lt;/PublicationDate>
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        	&lt;DisplayName>Burke, Adam T.&lt;/DisplayName>
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   	&lt;Abstract>Cable and rope net structures are lightweight tensile systems and generally cannot resist&#xd;
compression or bending. Tensile network structures are often used to span long distances&#xd;
without intermediate supports and have found applications in art, architecture, and structural engineering due to their physical and visual lightness. However, the design of tensile&#xd;
net structures is generally challenging since their form cannot be arbitrarily defined. Instead&#xd;
a process of form-finding must be used to establish a geometry where all edges of the network&#xd;
carry only tensile forces.&#xd;
Physical models and computational methods can be used for the form-finding of tensile&#xd;
network structures; however the primary challenge in the design process is the adjustment of&#xd;
the network parameters to achieve a specific design. Recent work has shown that automatic&#xd;
differentiation software packages can be used to efficiently design funicular structures (that&#xd;
is, those that work in pure tension or pure compression) with additional designer driven&#xd;
objectives, but these techniques remain largely inaccessible to general designers, architects,&#xd;
and engineers due to the involved process of problem setup and limited interactivity of&#xd;
existing tools.&#xd;
To address this limitation, I introduce a new tool set consisting of two main components, Ariadne and Theseus. These components take advantage of automatic differentiation&#xd;
of objective functions for efficient tensile network simulation and provide a user interface&#xd;
for architects, engineers, and other designers as a plugin for a commonly used 3d modeling&#xd;
software. In this thesis, I outline the structure and features of this tool set, show results of&#xd;
networks optimized with different composable objectives, and show some fabricated examples. Next, I explore the the generation of more complex 3d network topologies through a&#xd;
procedural shape grammar. Finally, I explore the use of differentiable simulation in conjunction with machine learning techniques to optimize the geometry of tensile networks using&#xd;
semantic input and to develop an implicit representation of the space of equal edge length&#xd;
tensed network poses. Together, this new tool set and additional methods enable a more expansive exploration of the design space of tensile networks where design intent and practical&#xd;
constraints are respected.&lt;/Abstract>
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