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WIND LOAD PREDICTION OF LARGE-SPAN DRY COAL SHEDS BASED ON GRNN AND ITS APPLICATION

  • School of Civil Engineering, Harbin Institute of Technology

Research output: Contribution to journalConference articlepeer-review

Abstract

The distribution and fluctuation of wind load on large-span dry coal sheds are complicated. Wind load on typical shape of roofs can be sometimes determined based on the wind tunnel tests carried out on roofs of similar shape. To expand the application scope of the test data, Generalized Regression Neural Network (GRNN) is introduced. The prediction models on large-span dry coal are given, where the wind load is expressed by eight parameters: mean, RMS, skewness, kurtosis of wind pressure coefficients, three auto-spectral parameters (including descendent slope in high frequency range, peak reduced spectrum and reduced peak frequency) and coherence exponent for cross-spectra. Cross validation and trails are carried out to determine the parameter in the GRNN model. Further, the wind load prediction is applied on a dry coal shed shell. The wind-induced responses are calculated and compared with the results of wind tunnel tests, with extremely close result. Therefore, it can be concluded that GRNN is feasible in predicting wind load on roof structures.

Original languageEnglish
JournalProceedings of International Structural Engineering and Construction
Volume4
Issue number1
DOIs
StatePublished - 2017
Externally publishedYes
Event9th International Structural Engineering and Construction Conference, ISEC-9 2017 - Valencia, Spain
Duration: 24 Jul 201729 Jul 2017

Keywords

  • Neural network
  • Prediction model
  • Wind-induced responses

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