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Volume 2, Issue 1
Optimum Design of Structures for Earthquake Induced Loading by Genetic Algorithm Using Wavelet Transform

Ali Heidari

Adv. Appl. Math. Mech., 2 (2010), pp. 107-117.

Published online: 2010-02

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  • Abstract

Optimum design of structures is achieved by genetic algorithm. The evolutionary algorithm is employed to design structures. The method improves the computing efficiency of the large-scale optimization problems and enhances the global convergence of the design process. The loads are considered as earthquake loads. A time history analysis is carried out for the dynamic analysis. To decrease the computational work, a wavelet transform is used by which the number of points in the earthquake record is reduced. A reverse wavelet transform is also employed to reconstruct the functions under consideration in the time domain. A number of space structures are designed for minimum weight and the results are compared with exact dynamic analysis.

  • AMS Subject Headings

65T50, 74F99

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COPYRIGHT: © Global Science Press

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@Article{AAMM-2-107, author = {Heidari , Ali}, title = {Optimum Design of Structures for Earthquake Induced Loading by Genetic Algorithm Using Wavelet Transform}, journal = {Advances in Applied Mathematics and Mechanics}, year = {2010}, volume = {2}, number = {1}, pages = {107--117}, abstract = {

Optimum design of structures is achieved by genetic algorithm. The evolutionary algorithm is employed to design structures. The method improves the computing efficiency of the large-scale optimization problems and enhances the global convergence of the design process. The loads are considered as earthquake loads. A time history analysis is carried out for the dynamic analysis. To decrease the computational work, a wavelet transform is used by which the number of points in the earthquake record is reduced. A reverse wavelet transform is also employed to reconstruct the functions under consideration in the time domain. A number of space structures are designed for minimum weight and the results are compared with exact dynamic analysis.

}, issn = {2075-1354}, doi = {https://doi.org/10.4208/aamm.09-m0932}, url = {http://global-sci.org/intro/article_detail/aamm/204.html} }
TY - JOUR T1 - Optimum Design of Structures for Earthquake Induced Loading by Genetic Algorithm Using Wavelet Transform AU - Heidari , Ali JO - Advances in Applied Mathematics and Mechanics VL - 1 SP - 107 EP - 117 PY - 2010 DA - 2010/02 SN - 2 DO - http://doi.org/10.4208/aamm.09-m0932 UR - https://global-sci.org/intro/article_detail/aamm/204.html KW - Genetic algorithm, discrete wavelet transform, reverse wavelet transform, dynamic analysis. AB -

Optimum design of structures is achieved by genetic algorithm. The evolutionary algorithm is employed to design structures. The method improves the computing efficiency of the large-scale optimization problems and enhances the global convergence of the design process. The loads are considered as earthquake loads. A time history analysis is carried out for the dynamic analysis. To decrease the computational work, a wavelet transform is used by which the number of points in the earthquake record is reduced. A reverse wavelet transform is also employed to reconstruct the functions under consideration in the time domain. A number of space structures are designed for minimum weight and the results are compared with exact dynamic analysis.

Heidari , Ali. (2010). Optimum Design of Structures for Earthquake Induced Loading by Genetic Algorithm Using Wavelet Transform. Advances in Applied Mathematics and Mechanics. 2 (1). 107-117. doi:10.4208/aamm.09-m0932
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