Author
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Rostislav Lang
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University
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Anhalt University of Applied Sciences, Germany
Department of Architecture, Facility Management and Geoinformation |
After the form-finding is performed, it is necessary to check the load-bearing capacity andother code-specific or investor’s requirements in structural analysis. The structural response of such structures is strongly nonlinear in terms of both the impact of geometry changes and material behavior.
If all the requirements are fulfilled, the structure can be fabricated. To make this step possible, it is necessary to generate cutting patterns as membrane structures exhibit double curvature and therefore, they have to be approximated by a certain amount of planar patterns.
The presented work will focus on all those steps. A theoretical introduction is presented in the first part of each chapter, then practical examples is shown to demonstrate the mentioned statements.