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dc.contributor.advisorCaitlin T. Mueller.en_US
dc.contributor.authorMayencourt, Paul Louis.en_US
dc.contributor.otherMassachusetts Institute of Technology. Department of Architecture.en_US
dc.date.accessioned2021-02-19T20:41:28Z
dc.date.available2021-02-19T20:41:28Z
dc.date.copyright2020en_US
dc.date.issued2019en_US
dc.identifier.urihttps://hdl.handle.net/1721.1/129890
dc.descriptionThesis: Ph. D. in Architecture: Building Technology, Massachusetts Institute of Technology, Department of Architecture, February, 2019en_US
dc.descriptionCataloged from student-submitted thesis.en_US
dc.descriptionIncludes bibliographical references (pages 143-153).en_US
dc.description.abstract.Mass timber, a contemporary type of wood construction using engineered wood products, sourced from sustainably managed forests, has the potential to reduce the carbon emissions of the construction sector and act as a climate mitigation solution. Mass timber buildings made from renewable wood material can store carbon over their life cycles and support the regeneration of forests. Unfortunately, in the current market conditions in North America, a modern mass timber construction can cost up to 5-15% more than a conventional building, resulting in a low likelihood of wide adoption beyond green construction trends or environmentally conscious clients. There is, however, a missed opportunity in the way these buildings' structural systems are designed: up to 66% of structural material is under-utilized as a result of standardization because it is more convenient to manufacture. Structural optimization and new manufacturing techniques (i.e. digital fabrication) offer ways to design and manufacture customized structural elements with higher material efficiencies. This dissertation presents three new structural design methodologies to reduce cost through a reduction of material use in modern mass timber buildings. Each methodology addresses a standard structural element with high-recurrence and low material efficiency. The first methodology examines the design of hollow cross-laminated timber panels. The second methodology was developed to design shaped structural timber beams. The last methodology expands the design of shaped beam elements to frame structures. The results demonstrate that a total cost reduction of 5-7% can be achieved from structural material savings of 16-26%. A reduction of the total cost of mass timber structures is then likely to increase their competitiveness against other structural solutions and drive a greater implementation of sustainable mass timber as a climate mitigation solution.en_US
dc.description.statementofresponsibilityby Paul Louis Mayencourt.en_US
dc.format.extent156 pagesen_US
dc.language.isoengen_US
dc.publisherMassachusetts Institute of Technologyen_US
dc.rightsMIT theses may be protected by copyright. Please reuse MIT thesis content according to the MIT Libraries Permissions Policy, which is available through the URL provided.en_US
dc.rights.urihttp://dspace.mit.edu/handle/1721.1/7582en_US
dc.subjectArchitecture.en_US
dc.titleMass reduction : opportunities and structural optimization methods to reduce material use in mass timber buildingsen_US
dc.title.alternativeOpportunities and structural optimization methods to reduce material use in mass timber buildingsen_US
dc.typeThesisen_US
dc.description.degreePh. D. in Architecture: Building Technologyen_US
dc.contributor.departmentMassachusetts Institute of Technology. Department of Architectureen_US
dc.identifier.oclc1237121372en_US
dc.description.collectionPh.D.inArchitecture:BuildingTechnology Massachusetts Institute of Technology, Department of Architectureen_US
dspace.imported2021-02-19T20:40:58Zen_US
mit.thesis.degreeDoctoralen_US
mit.thesis.departmentArchen_US


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