Education, Science, Technology, Innovation and Life
Open Access
Sign In

Damage Identification and Comprehensive Safety Evaluation of Artificial Neural Network for High-rise Buildings

Download as PDF

DOI: 10.23977/jceup.2022.040209 | Downloads: 18 | Views: 522

Author(s)

Renchuan Qian 1, Yanyun Qian 2

Affiliation(s)

1 CEO Office, Wenzhou Data Management and Development Group Co., Ltd., Wenzhou, China
2 School of International Education, Guangxi University of Science and Technology, Liuzhou, China

Corresponding Author

Renchuan Qian

ABSTRACT

With the rapid development of high-rise buildings, structural health testing has become a research hotpot in the field of civil engineering. Effective and rapid identification of the location and extent of possible damage to high-rise building structures has become particularly important. The purpose of this paper is to study the damage identification and safety evaluation of artificial neural networks in high-rise buildings. Based on the theory of artificial neural networks and structural damage recognition, this paper proposes a method of damage recognition based on artificial neural networks. In the experimental part, the modal strain energy difference (first-order mode) was used as the input of the BP neural network.A total of 9 networks were trained and tested. Through statistical analysis of the test results, it was shown that a single damage index was used as the BP neural network. The input of the network is a single hidden layer network. With enough training samples, the trained network can make accurate damage prediction for a new set of data. Experimental results show that this method can identify the location and degree of damage at the same time, and the accuracy rate is greatly improved. In this paper, through the training and testing of single injury, when the dimension is 121, the accuracy of positioning is 100%, and the accuracy of identifying injury is 92%.

KEYWORDS

Artificial Neural Network, Damage Identification, High-Rise Buildings, Structural Health Monitoring, Comprehensive Evaluation

CITE THIS PAPER

Renchuan Qian, Yanyun Qian, Damage Identification and Comprehensive Safety Evaluation of Artificial Neural Network for High-rise Buildings. Journal of Civil Engineering and Urban Planning (2022) Vol. 4: 58-71. DOI: http://dx.doi.org/10.23977/jceup.2022.040209.

REFERENCES

[1] Cukrowski, Ignacy, Farková, Marta, Havel, Josef. Evaluation of Equilibria with Use of Artificial Neural Networks (ANN). II. ANN and Experimental Design as a Tool in Electrochemical Data Evaluation for Fully Dynamic (Labile) Metal Complexes[J]. Electroanalysis, 2015, 13(4):295-308.
[2] Lee E T, Eun H C. Damage identification through the comparison with pseudo-baseline data at damaged state[J]. Engineering with Computers, 2016, 32(2):247-254.
[3] Xiong F, Zhao L, Xie L, et al. Shake table tests of high-rise building group-soil interaction[J]. Sichuan Daxue Xuebao (Gongcheng Kexue Ban)/Journal of Sichuan University (Engineering Science Edition), 2015, 47(3):37-43.
[4] Burrascano P, Fiori S, Mongiardo M. A review of artificial neural networks applications in microwave computer-aided design[J]. International Journal of RF and Microwave Computer-Aided Engineering, 2015, 9(3):158-174.
[5] Mingli Song, Yongbin Wang. A study of granular computing in the agenda of growth of artificial neural networks[J]. Granular Computing, 2016, 1(4):1-11.
[6] Harkouss Y, Rousset J, Chehade H, et al. The use of artificial neural networks in nonlinear microwave devices and circuits modeling: An application to telecommunication system design (invited article)[J]. International Journal of RF and Microwave Computer-Aided Engineering, 2015, 9(3):198-215.
[7] Rahman N H A, Lee M H, Suhartono, et al. Artificial neural networks and fuzzy time series forecasting: an application to air quality[J]. Quality & Quantity, 2015, 49(6):2633-2647.
[8] Razin M R G, Voosoghi B, Mohammadzadeh A. Efficiency of artificial neural networks in map of total electron content over Iran[J]. Acta Geodaetica Et Geophysica, 2015, 51(3):1-15.
[9] Johan Strandgren, Luca Bugliaro, Frank Sehnke. Cirrus cloud retrieval with MSG/SEVIRI using artificial neural networks[J]. Atmospheric Measurement Techniques, 2017, 10(9):3547-3573.
[10] Deming Zhang, Lang Zeng, Kaihua Cao. All Spin Artificial Neural Networks Based on Compound Spintronic Synapse and Neuron[J]. IEEE Transactions on Biomedical Circuits & Systems, 2016, 10(4):1-9.
[11] Zhenzhi G , Bin H , Lujie C , et al. Simulation Study on Neural Network Identification of Damage Components[J]. Journal of Computational & Theoretical Nanoscience, 2016, 13(9):5858-5866.
[12] Chatterjee A. Lumped parameter modelling of turbine blade packets for analysis of modal characteristics and identification of damage induced mistuning[J]. Applied Mathematical Modelling, 2016, 40(3):2119-2133.
[13] V. Jayalakshmi, A. Rama Mohan Rao. Simultaneous identification of damage and input dynamic force on the structure for structural health monitoring[J]. Structural & Multidisciplinary Optimization, 2017, 55(6):1-28.
[14] G. Song, Q. Liao, C. Zhang. Model updating method for damage identification of high dam based on response surface theory[J]. Journal of Hydroelectric Engineering, 2016, 35(9):87-94.
[15] Zheng G T, Buckley M A, Kister G, et al. Blind deconvolution of acoustic emission signals for damage identification of composites[J]. Proc Spie, 2015, 39(6):47-57.
[16] Loendersloot R, Buethe I, Michaelides P, et al. Damage Identification in Composite Panels—Methodologies and Visualisation[J]. Agriculture Update, 2016, 10(1):52-54.
[17] Amin Ghadami, Mehdi Behzad, Hamid Reza Mirdamadi. Damage identification in multi-step waveguides using Lamb waves and scattering coefficients[J]. Archive of Applied Mechanics, 2018, 88(4):1-18.
[18] Y. Zhao, J. Liu, Z. Lyu. Structural damage identification based on residual vectors and Tree-seed algorithm[J]. Zhongshan Daxue Xuebao/acta Scientiarum Natralium Universitatis Sunyatseni, 2017, 56(4):46-50.
[19] Z.-R. Yu, Z.-Y. Sun, M.-B. Zhang. Damage Identification of Beam String Structure on the Railway Platform Based on Modal Parameter[J]. Journal of Railway Engineering Society, 2017, 34(7):84-90.
[20] Zhou Z, Liu J, Z. Lü, et al. Damage identification using the simulated annealing and ABC algorithm[J]. Acta Scientiarum Naturalium Universitatis Sunyatseni, 2017, 56(2):88-92.
[21] Acikyol B H, Balik G, Kilic A. Experimental Investigation of the Effect of Fire Protection Lobby on Stair Pressurization System in a High-Rise Building[J]. Fire Technology, 2016, 53(1):1-17.
[22] V. I. Sheinin, E. P. Sarana, V. N. Soboleva. Engineering Analysis of Foundation Slab Settlement and Deformation for a High-Rise Building on a Nonuniform Rock Bed[J]. Soil Mechanics & Foundation Engineering, 2016, 53(5):1-8.
[23] M. Wang, X. Liang. Analysis on Wind Resistance Effect of High-rise Building with Damped Outrigger Storeys[J]. Journal of Hunan University, 2018, 45(3):1-7.
[24] Yang Y, Wan T, Wang K, et al. Numerical Simulation Research on Combined Wind and Stack Effects of a Super High-rise Building[J]. Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2018, 45(11):10-19.
[25] C. Zhang, Z. Li, W. Shi. Field measurements of the aerodynamic damping ratio of a high-rise building under action of typhoon[J]. World Information on Earthquake Engineering, 2017, 33(1):292-300.

All published work is licensed under a Creative Commons Attribution 4.0 International License.

Copyright © 2016 - 2031 Clausius Scientific Press Inc. All Rights Reserved.