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dc.contributor.advisorJohn A. Ochsendorf.en_US
dc.contributor.authorWagner, Mali E. (Mali Esther)en_US
dc.contributor.otherMassachusetts Institute of Technology. Department of Architecture.en_US
dc.date.accessioned2015-01-20T17:54:55Z
dc.date.available2015-01-20T17:54:55Z
dc.date.copyright2014en_US
dc.date.issued2014en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/93021
dc.descriptionThesis: S.B., Massachusetts Institute of Technology, Department of Architecture, 2014.en_US
dc.descriptionCataloged from PDF version of thesis.en_US
dc.descriptionIncludes bibliographical references (pages 89-90).en_US
dc.description.abstractCNC mills allow precise fabrication of planar parts with embedded joinery which can be assembled into complex 3D geometries without the use of foreign mechanical fasteners. This thesis studies the behavior of the friction-fit attachment geometries which serve as the sole means of structural connections. The thesis begins by describing the process of converting digital files into physical objects. Next is presented precedents for the use of this system to create both functional and abstract forms, including kits of parts for residential buildings. A review is given of the ongoing research into attachment design optimization and open-source customization, revealing the unanswered question of how the attachments can meet load demands. yourHouse, a full-scale home composed of 3/4" plywood friction-fit parts, is selected as a case study through which the structural performance of the integrated attachments can be analyzed. A series of load tests are performed on the structural connections identified in the house. The function of these connections permits the internal structure and sheathing elements to perform as composite beams for carrying bending. The methodology and expected behavior of the parts are presented, followed by the test results. Next, a discussion and analysis of the data and observations are given to provide first approximations of the system's wind load and gravity load capacity. Finally, recommendations regarding component design, span tables, and the construction method are given with justifications based on the empirical data.en_US
dc.description.statementofresponsibilityby Mali E. Wagner.en_US
dc.format.extent125 pagesen_US
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsM.I.T. theses are protected by copyright. They may be viewed from this source for any purpose, but reproduction or distribution in any format is prohibited without written permission. See provided URL for inquiries about permission.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectArchitecture.en_US
dc.titleStructural connections in plywood friction-fit constructionen_US
dc.typeThesisen_US
dc.description.degreeS.B.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Architecture
dc.identifier.oclc899214298en_US


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