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NEURAL NETWORK-BASED EVALUATION OF SEISMIC RESPONSE OF STEEL MOMENT FRAMES

عنوان مقاله: NEURAL NETWORK-BASED EVALUATION OF SEISMIC RESPONSE OF STEEL MOMENT FRAMES
شناسه ملی مقاله: JR_IJOCE-14-2_007
منتشر شده در در سال 1402
مشخصات نویسندگان مقاله:

Z.H.F. Jafar
S. Gholizadeh

خلاصه مقاله:
The main objective of this study is to predict the maximum inter-story drift ratios of steel moment-resisting frame (MRF) structures at different seismic performance levels using feed-forward back-propagation (FFBP) neural network models. FFBP neural network models with varying numbers of hidden layer neurons (۵, ۱۰, ۱۵, ۲۰, and ۵۰) were trained to predict the maximum inter-story drift ratios of ۵- and ۱۰-story steel MRF structures. The numerical simulations indicate that FFBP neural network models with ten hidden layer neurons better predict the inter-story drift ratios at seismic performance levels for both ۵- and ۱۰-story steel MRFs compared to other neural network models.

کلمات کلیدی:
seismic performance level, steel moment resisting frame, neural network, feed-forward back-propagation

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/2001091/