Prediction of Ultimate Bearing Capacity of Single-Layer Spherical Reticulated Shell Based on TensorFlow

LAN Tao; DING Min; DI Shaohan; ZHENG Feihong; ZHUANG Jinzhao

doi:10.13204/j.gyjzG20060112

Volume 52 Issue 4

Jul. 2022

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2022 > 52(4): 70-73

Liu Rong, Shi Jianyong. ANALYSIS OF SETTLEMENT MECHANISM AND MODEL FOR MSW BASED ON INTERIOR COLUMNAR LANDFILL TEST[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 98-103. doi: 10.13204/j.gyjz201312018

Citation:

LAN Tao, DING Min, DI Shaohan, ZHENG Feihong, ZHUANG Jinzhao. Prediction of Ultimate Bearing Capacity of Single-Layer Spherical Reticulated Shell Based on TensorFlow[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 70-73. doi: 10.13204/j.gyjzG20060112

Liu Rong, Shi Jianyong. ANALYSIS OF SETTLEMENT MECHANISM AND MODEL FOR MSW BASED ON INTERIOR COLUMNAR LANDFILL TEST[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(12): 98-103. doi: 10.13204/j.gyjz201312018

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Prediction of Ultimate Bearing Capacity of Single-Layer Spherical Reticulated Shell Based on TensorFlow

doi: 10.13204/j.gyjzG20060112

1. China Shipbuilding Industry Corporation International Engineering Co., Ltd., Beijing 100121, China;
2. College of Water Resources and Civil Engineering, China Agricultural University, Beijing 100083, China

Received Date: 2020-06-01
Available Online: 2022-07-25

Abstract

Abstract

In order to study the ultimate bearing capacity of the single-layer spherical reticulated shell structure, based on the BP neural network algorithm of TensorFlow, a neural network model was established to predict the ultimate bearing capacity of the K8 single-layer spherical reticulated shell structure by considering the complex mapping relationship in the nonlinear analysis. Moreover, another new neural network model was established to predict the ultimate bearing capacity of the Kn-type single-layer spherical reticulated shell structure. The prediction results were compared with the calculation results of the finite element and literature regression formulas. The results showed that the error mean between the predicted ultimate bearing capacity of the K8 single-layer spherical reticulated shell structure and the finite element calculation results was 1.666%, and that between the formula calculation results and the finite element calculation results was 3.994%; the error mean between the predicted ultimate bearing capacity of the Kn-type single-layer spherical reticulated shell structure and the finite element calculation was 4.774%, and that between the formula calculation results and the finite element calculation results was 5.163%. The feasibility of using neural network to predict the ultimate bearing capacity of single-layer reticulated shell structure is demonstrated.
- single-layer spherical reticulated shell structure,
- ultimate bearing capacity,
- neural network,
- prediction

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References

[1]	KAMARTHI S V,SANVIDO V E,KUMARA S R T.Neuroform-neural network system for vertical formwork selection[J]].Journal of Computing in Civil Engineering,1992,6(2):178-199.
[2]	HAJELA P,BERKE L.Neurobiological computational models in structural analysis and design[J].Computers& Structures,1991,41(4):657-667.
[3]	吴剑国,俞铭华,徐昌文.散货船中剖面结构的模糊神经网络评估系统[J].中国造船,1997(1):73-79.
[4]	沈世钊,陈昕.网壳结构稳定性[M].北京:科学技术出版社,1999.
[5]	吴剑国,李红明,张其林.网壳稳定性拟合的神经网络方法[J].钢结构,2001,16(6):19-21.
[6]	贺拥军,张丰盛.基于神经网络的网壳结构强震失效模式分类判别[J].铁道科学与工程学报,2018,15(2):458-465. DOI: 10.19713/j.cnki.43-1423/u.2018.02.025.
[7]	颜卫亨,黄政,吴东红,等.折叠网壳结构风压分布特性的神经网络预测研究[J].应用力学学报,2015,32(5):845-851 ,901.
[8]	徐菁,郭稳,王秀丽,等.基于AR模型与BP神经网络的网壳结构损伤识别方法研究[J].空间结构,2015,21(2):66-71. DOI: 10.13849/j.issn.1006-6578.2015.02.066.
[9]	崔胜红,徐菁.基于时间序列与神经网络的空间网壳结构损伤检测方法[J].青岛理工大学学报,2013,34(4):27-33.
[10]	陈世英,郭玉霞,鹿晓阳.单层球面网壳结构选型优化设计[J].建筑钢结构进展,2010,12(4):46-50.

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