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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 79
PROCEEDINGS OF THE SEVENTH INTERNATIONAL CONFERENCE ON COMPUTATIONAL STRUCTURES TECHNOLOGY Edited by: B.H.V. Topping and C.A. Mota Soares
Paper 152
Genetic Algorithm based Structural Optimisation of Beam-to-Column Semi-Rigid Joints F.B. Ramires+, L.R.O. de Lima*, S.A.L. de Andrade+*, P.C.G. da S. Vellasco* and J.G.S. da Silva#
+Department of Civil Engineering, PUC-Rio - Pontifical Catholic University of Rio de Janeiro, Brazil
F.B. Ramires, L.R.O. de Lima, S.A.L. de Andrade, P.C.G. da S. Vellasco, J.G.S. da Silv, "Genetic Algorithm based Structural Optimisation of Beam-to-Column Semi-Rigid Joints", in B.H.V. Topping, C.A. Mota Soares, (Editors), "Proceedings of the Seventh International Conference on Computational Structures Technology", Civil-Comp Press, Stirlingshire, UK, Paper 152, 2004. doi:10.4203/ccp.79.152
Keywords: structural engineering, semi-rigid joints, steel structures, genetic algorithms, artificial intelligence, structural optimisation.
Summary
Focusing on the objective of minimizing the effort spent in the structural joint
analysis, this paper propose the use of genetic algorithms [1] to evaluate the most
suitable joint layout, i.e., adjusting the bending moment resistance and the initial
stiffness, respectively, according to design specifications, but, obviously, reducing
costs. The developed software, SRJTool [2,3], is able to start the design process
by performing an elastic analysis thus obtaining a first estimation of the joint
response. The second step is associated with the use of these initial information data
in the genetic algorithm system to obtain a new joint layout to be compared to the
desirable target values. This interactive procedure is repeated until the optimum
target values are reached. These procedures were implemented with the aid of
genetic algorithm software, Evolver [4] producing very promising results in terms of
cost saving and design efficiency performed with low computational effort
requirements.
The semi-rigid joint design is a repetitive and exhaustive task because a lot of geometrical and mechanical properties need to be considered. It is very difficult to obtain the optimum joint configuration in the first attempt due to the various joint parameter interdependencies. This fact was the main motivation to the development of the system proposed in this work. In order to evaluate the global response of the joint, their full geometrical and mechanical properties should be considered. With these results in hand, the mechanical model of the joint can be characterised according to the type of joint presented in the Eurocode 3 [5]. Finally, the component resistance is evaluated and the moment versus rotation curve of the joint may be obtained. Therefore, the Figure 1 presents the variables used in the optimisation process that are manipulated by the genetic algorithm. In this work, two examples where used to demonstrated the optimisation procedure. The first example considers a flush endplate joint and the second, an extended endplate. The fitness function considered the adjustment of , minimization of the cost (euro) and finally c) adjustment of the initial stiffness by rotation () control. The obtained results showed the efficiency of the method and this optimisation procedure may easily help the joint designers. References
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