By Chan Ghee Koh
Rapid advances in computational tools and computing device services have ended in a brand new new release of structural identity concepts. powerful and effective tools have effectively been built at the foundation of genetic algorithms (GA). This quantity offers the advance of a unique GA-based id method that includes numerous valuable positive factors in comparison to prior equipment. targeting structural id issues of constrained and noise infected measurements; it presents perception into the results of assorted identity parameters at the identity accuracy for platforms with identified mass. It then proposes a generalization for structures with unknown mass, stiffness and damping houses. The GA identity procedure is thus prolonged for structural harm detection. The findings of the output-only process and substructural identity signify a superb breakthrough from the sensible viewpoint. This ebook is meant for researchers, engineers and graduate scholars in structural and mechanical engineering, rather for these drawn to version calibration, parameter estimation and harm detection of structural and mechanical platforms utilizing the cutting-edge GA methodology.
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Additional resources for Structural Identification and Damage Detection using Genetic Algorithms: Structures and Infrastructures Book Series, Vol. 6
The evolution strategy proposed by Franco et al. (2004) was in effect an adaptive GA, whereby the magnitude of mutations adapted as the analysis proceeded. The results presented for a 10-DOF structure were very good. 7% under 5% noise. The procedure failed, however, when only partial output of three measurements was used and the average error increased to more than 15%. The modified GA strategy presented and applied throughout this book was first proposed by the authors for structural identification problems (Perry et al, 2006).
2004) also used frequency information, utilizing the sum of diagonal terms from a residual force matrix as the objective function. Chou and Ghaboussi (2001) simply used the response of the structure to a series of static load to define their objective function. This method nevertheless has a limitation that only stiffness information can be obtained. The evolution strategy proposed by Franco et al. (2004) was in effect an adaptive GA, whereby the magnitude of mutations adapted as the analysis proceeded.
Much understanding and refinements are needed to make the GA approach work effectively. Incorporating appropriate coding, altering the architecture of the GA, and integrating problem-specific information are essential in developing strategies appropriate to real world situations. For illustration, a simple GA and its theoretical framework based on classical binary encoding and operators are presented in the following sections. 4, whereas the GA strategy developed and later applied in this book is described in chapter 3.