Optimization of Plane Frames with Variable Cross-Section
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Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-47810-9_18
Reference12 articles.
1. Erbatur F, Hasancebi O, Tutuncil I, Kihc H (2000) Optimal design of planar and structures with genetic algorithms. Comput Struct 75:209–224. https://doi.org/10.1016/S0045-7949(99)00084-X
2. Florian M, Sonia C, Florian B, Segonds S, Castanie F, Duysinx P (2021) Topological gradient in structural optimization under stress and buckling constraints. Appl Math Comput 409.https://doi.org/10.1016/j.amc.2021.126032
3. Pflug L, Bernhardt N, Grieshammer M, Michael Stingl CSG (2020) A new stochastic gradient method for the efficient solution of structural optimization problems with infinitely many states. Struct Multidiscip Optim. https://doi.org/10.1007/s00158-020-02571-x
4. De Biagi V, Chiaia B, Marano GC, Fiore A, Greco R, Sardone L, Cucuzza R, Cascella GL, Spinelli M, Lagaros ND (2020) Series solutions of beams with variable cross-section. In: 1-st international conference on optimization-driven architectural design. Procedia Manuf 44:489–496
5. Van TTT, Kien NT (2020) Non-linear optimization of frames with variable section stiffness of columns using Genetic Algorithm. IOP Conf Ser Mater Sci Eng 913. https://doi.org/10.1088/1757-899X/913/2/022007
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