Application of Wavelet Neural Networks in Optimization of Skeletal Buildings under Frequency Constraints
The main goal of the present work is to decrease the
computational burden for optimum design of steel frames with
frequency constraints using a new type of neural networks called
Wavelet Neural Network. It is contested to train a suitable neural
network for frequency approximation work as the analysis program.
The combination of wavelet theory and Neural Networks (NN)
has lead to the development of wavelet neural networks.
Wavelet neural networks are feed-forward networks using
wavelet as activation function. Wavelets are mathematical
functions within suitable inner parameters, which help them to
approximate arbitrary functions. WNN was used to predict the
frequency of the structures. In WNN a RAtional function with
Second order Poles (RASP) wavelet was used as a transfer
function. It is shown that the convergence speed was faster
than other neural networks. Also comparisons of WNN with
the embedded Artificial Neural Network (ANN) and with
approximate techniques and also with analytical solutions are
available in the literature.
[1] TH. Haftka and Z. Gurdal, Elements of structural optimization. 3rd ed.
Netherlands: Kluwer Academic Publishers, 1992.W.-K. Chen, Linear
Networks and Systems (Book style). Belmont, CA: Wadsworth, 1993,
pp. 123-135.
[2] R.V. Grandhi, Structural optimization with frequency constraints-a
review. AIAA J., 1993, 31:2296-22303.
[3] H. Adeli, Neural networks in civil engineering:1989-2000.
Comp-Aided Civil and Infrastructures Eng. J., 2001, 6:126-
142.
[4] B. Muller and J.Reinhardt, Neural Networks. Spring Verlag.1990, Berlin.
[5] R. Lippmann, An Introduction to Computing with Neural Networks.
IEEE ASSP Mag., April 1987, pp 4-22.
[6] A. Grossmann and J. Morlet, Decomposition of Hardy Functions into
Square Integrable Wavelets of Constant Shape. SIAM J., Math. Anal.,
v15, n4, 1984, pp. 723-736.
[7] G. Lekutai, Adaptive self-tuning neuro wavelet network controllers. PhD
thesis, Elec Eng, 1997, Virginia, 24061-01115.
[8] A. D. Belegundu and T. R. Chandrupatla, Optimization Concepts and
Applications in Engineering, 1999, Prentice Hall, Upper Saddle River,
New Jersey 07451.
[9] O. G. McGee and K. F. Phan, A robust optimality criteria procedure for
cross-sectional optimization of frame structures with multiple frequency
limits. Comp Struct J., 1991, 38:485-500.
[10] E. Salajegheh, Optimum design of structures with high-quality
approximation of frequency constraints. Advances in Engineering
Software J., 2000, 31:381-384.
[11] O. G. McGee and K. F. Phan, On the convergence quality of minimum
weight design of large space frames under multiple dynamic constraints.
Struct Opt J., 1992, 4:156-164.
[1] TH. Haftka and Z. Gurdal, Elements of structural optimization. 3rd ed.
Netherlands: Kluwer Academic Publishers, 1992.W.-K. Chen, Linear
Networks and Systems (Book style). Belmont, CA: Wadsworth, 1993,
pp. 123-135.
[2] R.V. Grandhi, Structural optimization with frequency constraints-a
review. AIAA J., 1993, 31:2296-22303.
[3] H. Adeli, Neural networks in civil engineering:1989-2000.
Comp-Aided Civil and Infrastructures Eng. J., 2001, 6:126-
142.
[4] B. Muller and J.Reinhardt, Neural Networks. Spring Verlag.1990, Berlin.
[5] R. Lippmann, An Introduction to Computing with Neural Networks.
IEEE ASSP Mag., April 1987, pp 4-22.
[6] A. Grossmann and J. Morlet, Decomposition of Hardy Functions into
Square Integrable Wavelets of Constant Shape. SIAM J., Math. Anal.,
v15, n4, 1984, pp. 723-736.
[7] G. Lekutai, Adaptive self-tuning neuro wavelet network controllers. PhD
thesis, Elec Eng, 1997, Virginia, 24061-01115.
[8] A. D. Belegundu and T. R. Chandrupatla, Optimization Concepts and
Applications in Engineering, 1999, Prentice Hall, Upper Saddle River,
New Jersey 07451.
[9] O. G. McGee and K. F. Phan, A robust optimality criteria procedure for
cross-sectional optimization of frame structures with multiple frequency
limits. Comp Struct J., 1991, 38:485-500.
[10] E. Salajegheh, Optimum design of structures with high-quality
approximation of frequency constraints. Advances in Engineering
Software J., 2000, 31:381-384.
[11] O. G. McGee and K. F. Phan, On the convergence quality of minimum
weight design of large space frames under multiple dynamic constraints.
Struct Opt J., 1992, 4:156-164.
@article{"International Journal of Architectural, Civil and Construction Sciences:52717", author = "Mohammad Reza Ghasemi and Amin Ghorbani", title = "Application of Wavelet Neural Networks in Optimization of Skeletal Buildings under Frequency Constraints", abstract = "The main goal of the present work is to decrease the
computational burden for optimum design of steel frames with
frequency constraints using a new type of neural networks called
Wavelet Neural Network. It is contested to train a suitable neural
network for frequency approximation work as the analysis program.
The combination of wavelet theory and Neural Networks (NN)
has lead to the development of wavelet neural networks.
Wavelet neural networks are feed-forward networks using
wavelet as activation function. Wavelets are mathematical
functions within suitable inner parameters, which help them to
approximate arbitrary functions. WNN was used to predict the
frequency of the structures. In WNN a RAtional function with
Second order Poles (RASP) wavelet was used as a transfer
function. It is shown that the convergence speed was faster
than other neural networks. Also comparisons of WNN with
the embedded Artificial Neural Network (ANN) and with
approximate techniques and also with analytical solutions are
available in the literature.", keywords = "Weight Minimization, Frequency Constraints, Steel
Frames, ANN, WNN, RASP Function.", volume = "1", number = "9", pages = "86-8", }