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Creating models of truss structures with optimization

Published: 01 July 2002 Publication History

Abstract

We present a method for designing truss structures, a common and complex category of buildings, using non-linear optimization. Truss structures are ubiquitous in the industrialized world, appearing as bridges, towers, roof supports and building exoskeletons, yet are complex enough that modeling them by hand is time consuming and tedious. We represent trusses as a set of rigid bars connected by pin joints, which may change location during optimization. By including the location of the joints as well as the strength of individual beams in our design variables, we can simultaneously optimize the geometry and the mass of structures. We present the details of our technique together with examples illustrating its use, including comparisons with real structures.

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cover image ACM Conferences
SIGGRAPH '02: Proceedings of the 29th annual conference on Computer graphics and interactive techniques
July 2002
574 pages
ISBN:1581135211
DOI:10.1145/566570
Permission to make digital or hard copies of all or part of this work for personal or classroom use is granted without fee provided that copies are not made or distributed for profit or commercial advantage and that copies bear this notice and the full citation on the first page. Copyrights for components of this work owned by others than ACM must be honored. Abstracting with credit is permitted. To copy otherwise, or republish, to post on servers or to redistribute to lists, requires prior specific permission and/or a fee. Request permissions from [email protected]

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Published: 01 July 2002

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Author Tags

  1. constrained optimization
  2. nonlinear optimization
  3. physically based modeling
  4. truss structures

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SIGGRAPH '02 Paper Acceptance Rate 67 of 358 submissions, 19%;
Overall Acceptance Rate 1,822 of 8,601 submissions, 21%

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