|Table of Contents|

Research on Safety Assessment Model of Building Structure Based on Neural Network(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2022年04期
Page:
174-182
Research Field:
Publishing date:

Info

Title:
Research on Safety Assessment Model of Building Structure Based on Neural Network
Author(s):
WANG Jun-jie JIAO Ke PENG Zi-xiang
(Guangdong Architectural Design & Research Institute Co., Ltd., Guangzhou 510010, Guangdong, China)
Keywords:
structural safety assessment neural network small sample problem missing value imputation precision rate recall rate
PACS:
TU312.3
DOI:
10.19815/j.jace.2021.09065
Abstract:
To achieve fast civil structure safety assessment, safety assessment model of building structure based on neural network was proposed. Based on the requirements of inspection and investigation of Standard for Appraisal of Reliability of Civil Buildings, 45 input parameters included bearing capacity, durability, historical condition, and environmental situation were selected as the input parameter. The safety level in the Standard for Appraisal of Reliability of Civil Buildings was selected as the output parameter. Deep belief network was adopted to study the nonlinear map relationship between the input and output parameters. The selection of input parameter, the problem of missing data, small sample problem and the reliability of neural network were discussed and validated. The results show that the evaluation model using all input parameters has higher robustness under the premise that the correlation between input parameters and output parameters cannot be accurately judged. Miss forest algorithm has better interpolation performance than other commonly used missing interpolation algorithms. Using variational autoencoder to expand training dataset can effectively improve the generalization ability and classification accuracy of neural network. Improved deep belief network by introducing weighted cross entropy loss function can increase the sensitivity of training to unsafe categories, and the recall rate can be greatly improved by sacrificing a small amount of precision rate of unsafe categories. The safety assessment model of building structure based on neural network is capable to predict the safety level of the structure. With the fast and mass operation ability, it is an effective mean to realize structural safety monitoring of large-scale buildings.

References:

[1] 张协奎,成文山,李树丞.层次分析法在房屋完损等级评定中的应用[J].基建优化,1997,18(2):32-35.
ZHANG Xie-kui,CHENG Wen-shan,LI Shu-cheng.The Application of AHP in the Evaluation of Perfect Grade of Buildings[J].Optimization of Capital Construction,1997,18(2):32-35.
[2]李 静,陈龙珠,龙小梅.旧有建筑安全隐患及故障树分析方法[J].工业建筑,2005,35(增):46-49.
LI Jing,CHEN Long-zhu,LONG Xiao-mei.Hidden Troubles of Existing Buildings and Fault Tree Analysis Method[J].Industrial Construction,2005,35(S):46-49.
[3]袁春燕.城镇房屋安全管理与应急体系研究[D].西安:西安建筑科技大学,2008.
YUAN Chun-yan.Researches on the System of the Existing Building Safety and Crisis Management in City[D].Xi'an:Xi'an University of Architecture and Technology,2008.
[4]赵克俭.基于灰色理论的结构可靠性鉴定的研究[D].天津:天津大学,2005.
ZHAO Ke-jian.Study on Reliability Appraisal of the Structures Through Grey System Theory[D].Tianjin:Tianjin University,2005.
[5]邓聚龙.灰色系统理论教程[M].武汉:华中理工大学出版社,1990.
DENG Ju-long.Grey System Theory[M].Wuhan:Huazhong University of Science & Technology Press,1990.
[6]CAWLEY P,ADAMS R D.The Location of Defects in Structures from Measurements of Natural Frequencies[J].The Journal of Strain Analysis for Engineering Design,1979,14(2):49-57.
[7]YUEN M M F.A Numerical Study of the Eigenparameters of a Damaged Cantilever[J].Journal of Sound and Vibration,1985,103(3):301-310.
[8]PANDEY A K,BISWAS M,SAMMAN M M.Damage Detection from Changes in Curvature Mode Shapes[J].Journal of Sound and Vibration,1991,145(2):321-332.
[9]PANDEY A K,BISWAS M.Damage Detection in Structures Using Changes in Flexibility[J].Journal of Sound and Vibration,1994,169(1):3-17.
[10]PEREZ-RAMIREZ C A,AMEZQUITA-SANCHEZ J P,VALTIERRA-RODRIGUEZ M,et al.Recurrent Neural Network Model with Bayesian Training and Mutual Information for Response Prediction of Large Buildings[J].Engineering Structures,2019,178:603-615.
[11]XU Y J,LU X Z,CETINER B,et al.Real-time Regional Seismic Damage Assessment Framework Based on Long Short-term Memory Neural Network[J].Computer-Aided Civil and Infrastructure Engineering,2021,36(4):504-521.
[12]韩小雷,吴梓楠,杨明灿,等.基于深度学习的区域RC框架结构震损评估方法研究[J].建筑结构学报,2020,41(增2):27-35.
HAN Xiao-lei,WU Zi-nan,YANG Ming-can,et al.Research on Seismic Damage Assessment of Regional RC Frame Structures Based on Deep Learning[J].Journal of Building Structures,2020,41(S2):27-35.
[13]GOODFELLOW I,BENGIO Y,COURVILLE A.Deep Learning[M].Cambridge:MIT Press,2016.
[14]HORNIK K,STINCHCOMBE M,WHITE H.Multilayer Feedforward Networks Are Universal Approximators[J].Neural Networks,1989,2(5):359-366.
[15]BERGSTRA J,BENGIO Y.Random Search for Hyper-parameter Optimization[J].Journal of Machine Learning Research,2012,13(2):281-305.
[16]HINTON G E,OSINDERO S,TEH Y W.A Fast Learning Algorithm for Deep Belief Nets[J].Neural Computation,2006,18(7):1527-1554.
[17]SALAKHUTDINOV R,MNIH A,HINTON G.Restricted Boltzmann Machines for Collaborative Filtering[C]//GHAHRA MANI Z.ICML'07:Proceedings of the 24th International Conference on Machine Learning.New York:Association for Computing Machinery,2007:791-798.
[18]BARZI F,WOODWARD M.Imputations of Missing Values in Practice:Results from Imputations of Serum Cholesterol in 28 Cohort Studies[J].American Journal of Epidemiology,2004,160(1):34-45.
[19]TROYANSKAYA O,CANTOR M,SHERLOCK G,et al.Missing Value Estimation Methods for DNA Microarrays[J].Bioinformatics,2001,17(6):520-525.
[20]DEMPSTER A P,LAIRD N M,RUBIN D B.Maximum Likelihood from Incomplete Data via the EM Algorithm[J].Journal of the Royal Statistical Society:Series B(Methodological),1977,39(1):1-22.
[21]RUBIN D B.Multiple Imputation for Nonresponse in Surveys[M].Hoboken:John Wiley & Sons,Inc.,1987.
[22]BREIMAN L.Random Forests[J].Machine Learning,2001,45:5-32.
[23]STEKHOVEN D J,BUHLMANN P.MissForest-non-parametric Missing Value Imputation for Mixed-type Data[J].Bioinformatics,2011,28(1):112-118.
[24]STADLER N,BUHLMANN P.Pattern Alternating Maximization Algorithm for High-dimensional Missing Data[J].arXiv,2010:1005.0366.
[25]VAN BUUREN S,KARIN O.Flexible Multivariate Imputation by MICE[M].Leiden:TNO,1999.
[26]于 旭,杨 静,谢志强.虚拟样本生成技术研究[J].计算机科学,2011,38(3):16-19.
YU Xu,YANG Jing,XIE Zhi-qiang.Research on Virtual Sample Generation Technology[J].Computer Science,2011,38(3):16-19.
[27]KINGMA D P,WELLING M.Auto-encoding Variational Bayes[J].arXiv,2013:1312.6114.
[28]GOODFELLOW I J,POUGET-ABADIE J,MIRZA M,et al.Generative Adversarial Networks[J].Communications of the ACM,2020,63(11):139-144.

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Last Update: 2022-07-10