Author
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Wojciech Radaczyński
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University
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Wrocław University of Science and Technology, Poland
Faculty of Civil Engineering |
The FEA model of the truss was described parametrically, and the shape and cross-sections of the were designed using the genetic algorithm. The truss geometry was verified by using detailed calculations and analysis of buckling shapes. Furthermore, there was a parametric BIM model of the truss created, linked to the FEA model. This model was used to create the drawing documentation. The thesis presents an algorithm for the truss design and describes the advantages and disadvantages of using parametric models.