Timberfabric: Applying Textile Principles on a Building Scale
Timberfabric: Applying Textile Principles on a Building Scale Timberfabric: Applying Textile Principles on a Building Scale
In general, the intention is to use initially plane timber panels as the starting material. During the process of assembly these become double curved, the imposed deformations lead to initial stresses, caused by bending and torsion moments, and specific questions arise for which quantitative answers can be determined. Which radius is required? Which curvature can be accepted? An empirical approach, using a series of physical models, is applied to address such questions. The further structural investigations necessary are based on these preliminary observations. In this context, the question of scale is essential. Various questions related to the material used arise while proceeding with such scale jumps from small models to building scale. It is therefore important to obtain more knowledge about such scale factors and how they affect the spatial and mechanical behaviour of structures. It has been observed that at large scale, the prototypes are subject to a higher flexibility and dynamic sensibility. It is possible to define a specific, dynamic calculation for a specific structure at a given scale. But it has not yet been possible to define parameters that describe the optimisation of these structures through different scales while keeping every proportion the same. Furthermore, the underlying rules, determining how such transitions occur or when they occur, are not yet identified. The study of this fascinating topic involves a very precise recording of the changing behaviour and interaction of the basic elements of structural timber fabric across the different scales. A profound examination of this phenomenon is crucial. The first set of observations that need to be made are systematic comparisons between the initial structure and the deformed structure for every given structural proposal or geometry. Geometrical and mechanical observations need to be collected. The deformation process creates a specific stress situation, which can be described as ‘initial stress’. Those parameters can be measured by means of computer simulation, where the deformation process is modelled. The initial stress situation can be established via measures taken directly on the physical prototype by stress-sensing elements. Once the initial stress situation is known, various load cases can be performed giving more insight into the structural performance of a given
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In general, the intenti<strong>on</strong> is to use initially plane timber panels<br />
as the starting material. During the process of assembly these<br />
become double curved, the imposed deformati<strong>on</strong>s lead to<br />
initial stresses, caused by bending and torsi<strong>on</strong> moments, and<br />
specific questi<strong>on</strong>s arise for which quantitative answers can<br />
be determined. Which radius is required? Which curvature<br />
can be accepted? An empirical approach, using a series of<br />
physical models, is applied to address such questi<strong>on</strong>s. The<br />
further structural investigati<strong>on</strong>s necessary are based <strong>on</strong> these<br />
preliminary observati<strong>on</strong>s.<br />
In this c<strong>on</strong>text, the questi<strong>on</strong> of scale is essential. Various<br />
questi<strong>on</strong>s related to the material used arise while proceeding<br />
with such scale jumps from small models to building scale. It<br />
is therefore important to obtain more knowledge about such<br />
scale factors and how they affect the spatial and mechanical<br />
behaviour of structures. It has been observed that at large scale,<br />
the prototypes are subject to a higher flexibility and dynamic<br />
sensibility. It is possible to define a specific, dynamic calculati<strong>on</strong><br />
for a specific structure at a given scale. But it has not yet been<br />
possible to define parameters that describe the optimisati<strong>on</strong><br />
of these structures through different scales while keeping<br />
every proporti<strong>on</strong> the same. Furthermore, the underlying rules,<br />
determining how such transiti<strong>on</strong>s occur or when they occur,<br />
are not yet identified. The study of this fascinating topic<br />
involves a very precise recording of the changing behaviour<br />
and interacti<strong>on</strong> of the basic elements of structural timber fabric<br />
across the different scales. A profound examinati<strong>on</strong> of this<br />
phenomen<strong>on</strong> is crucial.<br />
The first set of observati<strong>on</strong>s that need to be made are<br />
systematic comparis<strong>on</strong>s between the initial structure and<br />
the deformed structure for every given structural proposal or<br />
geometry. Geometrical and mechanical observati<strong>on</strong>s need to<br />
be collected. The deformati<strong>on</strong> process creates a specific stress<br />
situati<strong>on</strong>, which can be described as ‘initial stress’. Those<br />
parameters can be measured by means of computer simulati<strong>on</strong>,<br />
where the deformati<strong>on</strong> process is modelled. The initial stress<br />
situati<strong>on</strong> can be established via measures taken directly <strong>on</strong> the<br />
physical prototype by stress-sensing elements. Once the initial<br />
stress situati<strong>on</strong> is known, various load cases can be performed<br />
giving more insight into the structural performance of a given<br />
<str<strong>on</strong>g>Timberfabric</str<strong>on</strong>g>. The interacti<strong>on</strong> of the curved elements occurs<br />
in such a way that it c<strong>on</strong>fers a specific rigidity to this type of<br />
structure even though the basic element seems to be quite<br />
smooth. In pilot studies of prototypes, particular structural<br />
behaviours have been observed, such as an increase of the<br />
rigidity of a given woven secti<strong>on</strong> while applying a load to it.<br />
Here, the secti<strong>on</strong>’s inertia increased during the loading process<br />
because of the structure’s capacity to be deformed. Such<br />
observati<strong>on</strong>s open very exciting perspectives for the utility of<br />
structural optimisati<strong>on</strong> processes.<br />
The Imagined and the Material<br />
Architectural producti<strong>on</strong> over the past decade has been marked<br />
by a str<strong>on</strong>g affecti<strong>on</strong> for the image. The seductive aesthetics<br />
of digital architectural modelling and visualisati<strong>on</strong> have often<br />
dominated over attenti<strong>on</strong> towards materiality and building<br />
c<strong>on</strong>structi<strong>on</strong>. Ambivalent images were, and still are, produced<br />
with digital tools. They display architectural visi<strong>on</strong>s that<br />
neglect the c<strong>on</strong>straints of the physical laws and the c<strong>on</strong>straints<br />
associated with building c<strong>on</strong>structi<strong>on</strong>. 1 Yet we know that<br />
architecture is not, and cannot be, just an image. It has become<br />
evident that such proposals are extremely difficult to realise.<br />
It has also become evident that the potential of the computer<br />
as a planning and design tool has its limitati<strong>on</strong>s. In the same<br />
time, innovative applicati<strong>on</strong>s of n<strong>on</strong>-digital means of design<br />
have come to provide interesting alternatives. 2 The approach<br />
applied in the IBOIS research goes bey<strong>on</strong>d the aesthetics of an<br />
imagined reality. Materiality is actively involved in the design<br />
process. The <str<strong>on</strong>g>Textile</str<strong>on</strong>g> Module is an intriguing first result and<br />
encourages c<strong>on</strong>tinuing the adopted directi<strong>on</strong>. Its aesthetic<br />
and structural qualities have raised a wide range of questi<strong>on</strong>s,<br />
many of which are still to be addressed. There appears to be<br />
something remarkable in the interacti<strong>on</strong> of the material and the<br />
formal qualities that produces a distinguished quality of design.<br />
It is not clear whether the topological or tect<strong>on</strong>ic properties<br />
are a satisfying answer to this. It is perhaps the elevati<strong>on</strong> of<br />
materiality to a level of prominence in design and design<br />
research that can explain this intellectual res<strong>on</strong>ance and its<br />
implicati<strong>on</strong>s for architecture as a material practice. 1<br />
Notes<br />
1. This was, for instance, the case with an image related to Dagmar Richter’s<br />
DR_D lab project, The Living Museum: Pimp my Architecture (2005),<br />
published <strong>on</strong> the cover of AD Architextiles (Vol 76, No 6, 2006). Here, a<br />
highly appealing image is presented, but <strong>on</strong>e cannot understand how what is<br />
shown could possibly be built, or materialised.<br />
2. A very interesting approach to this was proposed by Mark West in his<br />
article ‘Thinking With Matter’, published in AD Protoarchitecture (Vol 78, No<br />
4, 2008).<br />
Text © 2010 John Wiley & S<strong>on</strong>s Ltd. Images © Markus Hudert, EPFL IBOIS<br />
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