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Using The Concept Of Neural Network In The Evaluation Of Fragility Curve Of Steel Moment Frame

Submitted2017-08-27
Last Update2017-08-27
TitleUsing The Concept Of Neural Network In The Evaluation Of Fragility Curve Of Steel Moment Frame
Author(s)Author #1
Author title:
Name: Hadi Faghihmaleki
Org: Department of Civil Engineering, Ayandegan Institute of Higher Education , Tonekabon, Iran
Country:
Email: h.faghihmaleki@gmail.com

Author #2
Author title:
Name: Faeze Nejati
Org: Department of Civil Engineering, Ayandegan Institute of Higher Education , Tonekabon, Iran
Country:
Email:

Author #3
Author title:
Name: Hossien Masoumi
Org: Department of Civil Engineering, Ayandegan Institute of Higher Education , Tonekabon, Iran
Country:
Email:

Other Author(s)
Contact AuthorAuthor #1
Alt Email: h.faghihmaleki@gmail.com
Telephone:
KeywordsNeural networks, Time history dynamic analysis, Fragility curves, Harmony research, Steel moment frame
AbstractIn order to present fragility analysis, the present research has offered the implementation of Neural Network (NN), which can give accurate estimations of structure responses in a part of the required calculated time by common analysis. The main advantage of using Neural Network (NN) concept is that it can study the issues without having an algorithmic solution or one which is quite hard to find. The proposed methodology has been used for steel moment frame structures. Results show that by implementing the proposed Neural Network (NN), a reduction of one-order magnitude is obtained to have a complete fragility analysis.
Paperview paper 4044.pdf (1536KB)

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