Abstract
AbstractThis study aims to introduce a comprehensive methodology for optimizing complete real structural systems for roofs involving trusses, purlins, and bracing systems jointly, taking into account realistic loads and constraints dictated by technical codes, thereby offering a more accurate representation of practical scenarios. The objective is to achieve the minimum mass through size, shape, and topology optimization of both the main truss and purlin structural subsystems. To achieve this goal, the Enhanced Particle Swarm Optimization (EPSO) algorithm is implemented. An example of a realistic case, which takes into account multiple actual constraints such as stress, displacement, buckling, and natural frequency limits, is thoroughly evaluated. After that, 144 other interactions among dimensions of the building and loads applied are simulated, and the mass of the system is obtained for each one of them. The results indicated that the graphs generated from the various simulations allow for the determination of the optimized mass for different building dimensions. Consequently, the cost and raw material consumption can be estimated for common applications. Therefore, it is concluded that this work presents a significant contribution to structural designers, as the proposed methodology enables structural optimization quickly and easily for practical engineers.
Funder
Conselho Nacional de Desenvolvimento Científico e Tecnológico
Publisher
Springer Science and Business Media LLC
Reference49 articles.
1. ABNT NBR 6123, “Wind loads on buildings” Brazilian Association of Technical Standards—2ª Ed. 1988.
2. ABNT NBR 6120, “Design loads for structures” Brazilian Association of Technical Standards—2ª Ed. 2019.
3. ABNT NBR 14762, “Design of cold-formed steel structures” Brazilian Association of Technical Standards—2ª Ed. 2010.
4. Yang XS. Harmony search as a metaheuristic algorithm. In: Geem ZW, editor. Music-inspired harmony search algorithm: theory and applications studies in computational intelligence. Berlin Heidelberg: Springer, Berlin; 2009. p. 1–14.
5. Li LJ, Huang ZB, Liu F. A heuristic particle swarm optimization method for truss structures with discrete variables. Comput Struct. 2009;87:435–43.