Chapter

Geometry of Structural Form

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Abstract

This paper describes a precise geometric method for the inscription of structural constraints into architectural form. Based on techniques from graphic statics, the force distribution in building structures is visualized using geometric diagrams. This diagrammatic representation allows a formal description that shows the relationship between the force flow and the structural form. The formal character of this description enables the direct implementation of a parametric truss geometry that maintains major structural behavioral characteristics under deformation. An interactive model of a structural freeform roof is developed through this link between a parametric truss definition and a design-driving NURBS surface. This allows for an intuitive exploration of the constrained design space in real time. Formal explorations and the comparison with built examples demonstrate the effectiveness of this approach. KeywordsArchitectural Freeform Surface–Structural Geometry–Interactive Design–Reciprocal Diagrams–Parametric Modeling–Graphic Statics

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... In the presence of bending moments, passive stiffening systems, such as trusses, can be designed to follow the bending moment diagram to improve structural efficiency, dividing moments into compression and tension elements. Lachauer (Lachauer and Kotnik 2010) showed how trussed elements can be added to an arbitrary two-dimensional curved geometry to improve structural efficiency in an integrated and interactive framework. In contrast, active systems are defined as systems in which it is possible to introduce external forces to the main structure through a system of stressed tension cables and compressive/tension struts to change internal force distributions. ...
... However, new computational tools have recently been developed to implement graphic statics in a very intuitive and user-friendly way (Block Research Group 2014;Fivet and Zastavni 2014;Greenwold and Allen 2014). As mentioned previously, an interactive tool for finding the geometry of passive external systems using graphic statics has already been developed (Lachauer and Kotnik 2010). The new tool presented in this paper for active external posttensioning systems is also interactive, in that a change of the starting shape results automatically in a new posttensioning system configuration. ...
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Funicular geometries, which follow the idealized shapes of hanging chains under a given loading, are recognized as materially efficient structural solutions because they exhibit no bending under design loading, usually self-weight. However, there are circumstances in which nonstructural conditions make a funicular geometry difficult or impossible. This paper presents a new design philosophy, based on graphic statics, that shows how bending moments in a nonfunicular two-dimensional curved geometry can be eliminated by adding forces through an external posttensioning system. An interactive parametric tool is introduced for finding the layout of a posttensioning tendon for any structural geometry. The effectiveness of this approach is shown with several new design proposals.
... Furthermore, as seen in Figure 2, once such a construction has been set up in an interactive drawing environment as described in Section 2, an entire range of freeform constant-force trusses can be designed and evaluated in an intuitive and exploratory manner using simple controls, such as b-spline control points or shape superposition sliders (Fig. 2) [4]. Moreover, such explorations can lead to new insights, such as the realisation that the formally very different structures shown in Figure 3 could be designed using the same structural concept, i.e. with the same geometric constraints applied to their force diagrams [5]. ...
... Although the highly indeterminate 3D networks and the force equilibrium in space are significantly more complex than in twodimensional problems, the inherent simplicity and intuitive readability of the graphical representation Fig. 3: Interactive, parameter-driven explorations of the relation between form and forces demonstrate how different structures can be based on the same structural principles. [5] of form and forces through geometrically linked diagrams results in a deeper understanding of the structural form, especially in comparison to analytical and numerical approaches. Moreover, this approach allows the flexible generation of freeformlike compression-only networks with complex geometry [8]. ...
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... Structural design optimisation is commonly limited to a postrationalisation of free-form architectural shapes. Focusing only on minor shape adjustments in the late-designing phase [51]. While modern possibilities of using multivariate optimisation allow already in the preliminary design phase, construct a statement, parameters for further modifications based on structural logic and generate multiple solutions to consider by the architect [52]. ...
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... Today new computational tools have been developed to implement graphic statics in a very intuitive and user-friendly way [36,98]. In addition, an interactive tool for finding the geometry of trusses using graphic statics has already been developed [59]. ...
Thesis
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Curved structures are characterized by the critical relationship between their geometry and structural behaviour, and selecting an appropriate shape in the conceptual design of such structures is important for achieving material efficiency. However, the set of bending-free geometries are limited and, often, non-structural design criteria (e.g., usability, architectural needs, aesthetics) prohibit the selection of purely funicular or antifunicular shapes. In response to this issue, this thesis studies the possibility of achieving an axial-only behaviour even if the geometry departs from the ideally bending-free shape. This dissertation presents a new design approach, based on graphic statics that shows how bending moments in a two-dimensional geometry can be eliminated by adding forces through an external post-tensioning system. his results in bending-free structures that provide innovative answers to combined demands on versatility and material optimization. The graphical procedure has been implemented in a free-downloadable design-driven software (EXOEQUILIBRIUM) where structural performance evaluations and geometric variation are embedded within an interactive and parametric working environment. This provides greater versatility in finding new efficient structural configurations during the first design stages, bridging the gap between architectural shaping and structural analysis. The thesis includes the application of the developed graphical procedure to shapes with random curvature and distribution of loads. Furthermore, the effect of different design criteria on the internal force distribution has been analyzed. Finally, the construction of reduced- and large-scale models provides further physical validation of the method and insights about the structural behaviour of these structures. In summary, this work strongly expands the range of possible forms that exhibit a bending-free behaviour and, de facto, opens up new possibilities for designs that combine high-performing solutions with architectural freedom. Free download at: http://oa.upm.es/39733/1/Leonardo_Todisco.pdf
... Tight integration in the contemporary design workflow, visualization and interactive feedback in real time will lead to an intuitive understanding of structural correlations and thereby advance creativity in the design process. The conceptual framework for the integration of structural constraints in a parametric model has been described earlier [16]. The presented tools now offer a systematic approach for the integration of structural constraints into parametric systems in general. ...
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