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dc.contributor.advisorPedro M. Reis.en_US
dc.contributor.authorVaulot, Laélia Kim-Lanen_US
dc.contributor.otherMassachusetts Institute of Technology. Department of Civil and Environmental Engineering.en_US
dc.date.accessioned2016-09-13T19:17:01Z
dc.date.available2016-09-13T19:17:01Z
dc.date.copyright2016en_US
dc.date.issued2016en_US
dc.identifier.urihttp://hdl.handle.net/1721.1/104247
dc.descriptionThesis: M. Eng., Massachusetts Institute of Technology, Department of Civil and Environmental Engineering, 2016.en_US
dc.descriptionCataloged from PDF version of thesis.en_US
dc.descriptionIncludes bibliographical references (pages 125-127).en_US
dc.description.abstractElastic gridshells are obtained by elastic deformation of an initially flat grid into a three-dimensional shell-like geometry and were first implemented in architecture in the 1970's. Their mechanical behaviour, which includes aspects of both a continuous shell and a network of elastic rods, is complex to model. To date, a limited number of elastic gridshells have been constructed around the world. Yet, gridshells are extremely efficient structures. They can cover long spans with low self-weight and allow for a variety of aesthetical shapes. Elastic gridshells present the additional advantage of being simple and rapid to construct. Despite these outstanding qualities, efficient design tools are not currently available to help form-find elastic gridshells. Numerical tools previously applied to their design are computationally costly and resort to simplifications that can lead to an incomplete understanding of the mechanical behaviour of the structure. It is particularly challenging to predictively model the initial elastic deformation of elastic gridshells. This thesis presents a study of the elastic shape transformation undergone by an originally flat grid into a three-dimensional configuration. Our focus is on explorative experiments using scale physical models towards identifying and better understanding avenues of form-finding elastic gridshells. In parallel, a new numerical tool based on the Discrete Elastic Rods method, whose development was motivated by the current work, is used to model the behaviour of our elastic gridshell. The numerical tool is implemented in form-finding numerical experiments similar to the ones developed using physical models. Finally, the results from the laboratory experiments and the numerical simulations are compared and found to be in good agreement. These findings suggest the Discrete Elastic Rod method can be a powerful tool for form-finding and design evaluation of elastic gridshells. Keywords: Elastic gridshells, elastic deformation, actuation, form-finding, physical scale models, Discrete Elastic Rods method.en_US
dc.description.statementofresponsibilityby Laélia Kim-Lan Vaulot.en_US
dc.format.extent127 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.subjectCivil and Environmental Engineering.en_US
dc.titleForm-finding of elastic gridshellsen_US
dc.typeThesisen_US
dc.description.degreeM. Eng.en_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Civil and Environmental Engineering
dc.identifier.oclc958144352en_US


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