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Mass Timber Joinery Design for Digital Fabrication and De-Constructability.

Record Type:	Electronic resources : Monograph/item
Title/Author:	Mass Timber Joinery Design for Digital Fabrication and De-Constructability.
Author:	Brown, Nathan.
Published:	Ann Arbor : ProQuest Dissertations & Theses, 2023
Description:	100 p.
Notes:	Source: Masters Abstracts International, Volume: 85-01.
Notes:	Advisor: Mendez Echenagucia, Tomas.
Contained By:	Masters Abstracts International85-01.
Subject:	Architectural engineering.
Online resource:	http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=30492448
ISBN:	9798379911423

Mass Timber Joinery Design for Digital Fabrication and De-Constructability.
Brown, Nathan.

Mass Timber Joinery Design for Digital Fabrication and De-Constructability. - Ann Arbor : ProQuest Dissertations & Theses, 2023 - 100 p.

Source: Masters Abstracts International, Volume: 85-01.

Thesis (M.Sc.)--University of Washington, 2023.

This item must not be sold to any third party vendors.

Interest in sustainable architecture is pushing mass timber to the forefront of the industry, but with it there are still difficulties in addressing topics such as the connections between elements. Traditional timber buildings utilized joinery to create a reversible connection between timber elements. By using modern fabrication and computational analysis we have developed a framework to rapidly prototype timber connections and develop modern design guidelines for mass timber joinery for both design and fabrication.Through generalization one can develop a system for timber joinery by breaking the geometry down into simple parts. Using a geometric model for timber joints from a mesh derived from a NURBS geometry, we can determine metrics for any joint typology with information such as ’contact area’, ’overhang area’, and ’milling time’ from the interaction between the member faces. A finite element model allows us to make general assumptions about joint weakness by evaluating maximum stress and displacements. Using this data together, we can estimate a joint’s advantages in both fabrication and structure.Using this system, we were able to make a case study to test these strategies to see if design principles can be inferred from the analysis for a specific scenario. We used a scarf joint splicing two beams together as our metric for rapid prototyping. By creating a parametric model for the joint, we were able to quickly create both a simulated model and a physical model to compare benefits and limitations in the joint.These tools can be used for qualitative analysis between functionally identical joints and can produce metrics to compare each joint. These can help to inform design decisions with knowledge from disparate fields to develop designs that provide solutions for many issues.

ISBN: 9798379911423Subjects--Topical Terms:

857338
Architectural engineering.
Subjects--Index Terms:

Computational design

Mass Timber Joinery Design for Digital Fabrication and De-Constructability.
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100 1 $a Brown, Nathan. $3 723116
245 1 0 $a Mass Timber Joinery Design for Digital Fabrication and De-Constructability.
260 1 $a Ann Arbor : $b ProQuest Dissertations & Theses, $c 2023
300 $a 100 p.
500 $a Source: Masters Abstracts International, Volume: 85-01.
500 $a Advisor: Mendez Echenagucia, Tomas.
502 $a Thesis (M.Sc.)--University of Washington, 2023.
506 $a This item must not be sold to any third party vendors.
520 $a Interest in sustainable architecture is pushing mass timber to the forefront of the industry, but with it there are still difficulties in addressing topics such as the connections between elements. Traditional timber buildings utilized joinery to create a reversible connection between timber elements. By using modern fabrication and computational analysis we have developed a framework to rapidly prototype timber connections and develop modern design guidelines for mass timber joinery for both design and fabrication.Through generalization one can develop a system for timber joinery by breaking the geometry down into simple parts. Using a geometric model for timber joints from a mesh derived from a NURBS geometry, we can determine metrics for any joint typology with information such as ’contact area’, ’overhang area’, and ’milling time’ from the interaction between the member faces. A finite element model allows us to make general assumptions about joint weakness by evaluating maximum stress and displacements. Using this data together, we can estimate a joint’s advantages in both fabrication and structure.Using this system, we were able to make a case study to test these strategies to see if design principles can be inferred from the analysis for a specific scenario. We used a scarf joint splicing two beams together as our metric for rapid prototyping. By creating a parametric model for the joint, we were able to quickly create both a simulated model and a physical model to compare benefits and limitations in the joint.These tools can be used for qualitative analysis between functionally identical joints and can produce metrics to compare each joint. These can help to inform design decisions with knowledge from disparate fields to develop designs that provide solutions for many issues.
590 $a School code: 0250.
650 4 $a Architectural engineering. $3 857338
653 $a Computational design
653 $a Design for deconstruction
653 $a Joinery design
653 $a Mass timber
653 $a Parametric design
653 $a Structural analysis
690 $a 0462
690 $a 0729
710 2 $a University of Washington. $b Architecture. $3 766111
773 0 $t Masters Abstracts International $g 85-01.
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791 $a M.Sc.
792 $a 2023
793 $a English
856 4 0 $u http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=30492448