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Machine Learning Assisted Evaluations in 3D Graphic Statics

Hao ZHENG*, Vahid MOOSAVI, Masoud AKBARZADEH

*Corresponding author for this work

Research output: Chapters, Conference Papers, Creative and Literary WorksRGC 32 - Refereed conference paper (with host publication)peer-review

Abstract

Manipulating the force diagram to control the magnitude of the internal forces in structural form finding is a unique property of geometry-based structural design methods such as 3D graphic statics [1]. For instance, subdividing the force diagram and its polyhedrons using various rules results in a variety of structural forms for a given boundary condition with different load bearing capacities. A recent study showed that the load-bearing capacity of funicular forms could be significantly improved if the force diagram is subdivided for internal members and exterior forces [2]. However, in each subdivision step, the complexity of the structure including the number of nodes and members drastically increases. Since the solution space of all possible forms resulted from various subdivision techniques for a given boundary condition is enormous, it is almost impossible to iterate through all possible forms, and calculate the structural performance for each, and find the best solution within the time limit. Recent advances in machine learning techniques offer promising data-driven approaches to learn the nonlinear and high dimensional relations between forces and the structural performance of the generated forms [3]. As a part of ongoing research, in this paper, we show how by using different predictive machine learning techniques such as feeding forward neural networks and ensemble methods one can train a surrogate model to accelerate the structural performance assessment of various possible forms without the need to go through the slower process of geometric operations. After training, the surrogate model has the ability to evaluate an inputted data including the boundary conditions and subdivision rules, and output the predicted value of the load path and the buckling force within milliseconds. Then by comparing the outputs of all possible solutions, the form with smaller load path and larger local buckling force can be found in a much shorter time. Further, this will result in more advanced sampling methods, where the machine learning models assist the designers in choosing different design strategies.
Original languageEnglish
Title of host publicationProceedings of International Association for Shell and Spatial Structures Annual Symposia (IASS)
Pages1023-1024
Number of pages2
Publication statusPublished - Oct 2019
Externally publishedYes
EventInternational Conference incorporating the 60th Anniversary Symposium of the International Association for Shell and Spatial Structures & 9th International Conference on Textile Composites and Inflatable Structures (IASS Symposium 2019 & Structural Membranes 2019): FORM and FORCE - Barcelona, Spain
Duration: 7 Oct 201910 Oct 2019
https://congress.cimne.com/formandforce2019/frontal/default.asp

Conference

ConferenceInternational Conference incorporating the 60th Anniversary Symposium of the International Association for Shell and Spatial Structures & 9th International Conference on Textile Composites and Inflatable Structures (IASS Symposium 2019 & Structural Membranes 2019)
Abbreviated titleIASS Annual Symposium 2019 - Structural Membranes 2019
PlaceSpain
CityBarcelona
Period7/10/1910/10/19
Internet address

Bibliographical note

Information for this record is supplemented by the author(s) concerned.

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