Abstract
In this chapter efficient methods are presented for reducing the computational complexity of analysis for structures in the process of size and geometry optimization. These methods result in simultaneous swift analysis and optimal design of structures. A swift analysis for optimal size is performed using a modified solution for structures with changed members and the optimal analysis is performed via a modified solution for structures with changed supports and nodes. The methods are further generalized to non-linear analysis within optimization procedures and to mechanical/biomechanical systems other than structures.
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Kaveh, A., Rahami, H., Shojaei, I. (2020). Swift Analysis of Linear and Non-linear Structures and Applications Using Reanalysis. In: Swift Analysis of Civil Engineering Structures Using Graph Theory Methods. Studies in Systems, Decision and Control, vol 290. Springer, Cham. https://doi.org/10.1007/978-3-030-45549-1_7
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DOI: https://doi.org/10.1007/978-3-030-45549-1_7
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