Damage Identification of Frame Structure Based on Wavelet Analysis-Bat Algorithm

Guan Deqing; Bai Yuanwei; Tang Zhou

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Damage Identification of Frame Structure Based on Wavelet Analysis-Bat Algorithm

Guan Deqing, Bai Yuanwei, Tang Zhou

Published in Asia-Pacific Journal of Civil Engineering and Architecture (Volume 1, Issue 1)

Received: 7 January 2019 Accepted: 29 March 2019 Published: 8 May 2019

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Abstract

Using wavelet and bat algorithm to study the damage identification of frame structure.Firstly, solving the curvature mode of the damaged structure by finite element analysis. Secondly, by using continuous wavelet transform, the curvature mode is processed to obtain the wavelet coefficient figure. The damage position of the structure was identified by the position point of the maximum modulus in the wavelet coefficient figure.Finally, constructing the objective function based on the frequency and mode shape of the structure and using the bat algorithm to solve the objective function, the degree of structural damage is obtained.A two-stage structural damage identification method based on wavelet and bat algorithm was established. Using this method to analyze one - floor one - span and two - floor two - span frame structure.The results showed that the combination of wavelet and bat algorithm could effectively identify the damage location and damage degree of the structure.

Published in	Asia-Pacific Journal of Civil Engineering and Architecture (Volume 1, Issue 1)
Page(s)	1-6
Creative Commons	This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Wavelet Transform, Damage Identification, Bat Algorithm, Finite Element Method, Frame Structure

References

[1]	Yi, Ting-Hua.Li, Hong-Nan.Li, Bing.Structural damage assessment based on wavelet spectrum analysis [J]. Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2005,37: 53-56
[2]	Khorram A , Bakhtiari-Nejad F , Rezaeian M . Comparison studies between two wavelet based crack detection methods of a beam subjected to a moving load[J]. International Journal of Engineering Science, 2012, 51(none):204-215.
[3]	Zhang W W , Geng J , Zhao Z L , et al. Numerical Studies on Wavelet-Based Crack Detection Based on Velocity Response of a Beam Subjected to Moving Load[J]. Key Engineering Materials, 2013, 569-570:854-859.
[4]	Masoumi M , Ashory M R . Damage Identification in Plate-type Structures Using 2-D Spatial Wavelet Transform and Flexibility-Based Methods[J]. International Journal of Fracture, 2013, 183(2):259-266.
[5]	Hsueh Wen,Loh Chin-Hsiung. Damage detection of structures by wavelet analysis: Application to seismic response of steel frames [C]. SPIE,2017
[6]	Xiang J , Matsumoto T , Wang Y , et al. Detect damages in conical shells using curvature mode shape and wavelet finite element method[J]. International Journal of Mechanical Sciences, 2013, 66:83-93.
[7]	李宏男, 孙鸿敏. 基于小波分析和神经网络的框架结构损伤诊断方法[J]. 地震工程与工程振动, 2003, 23(5).
[8]	雷理. 一种基于小波的结构损伤识别方法研究[J]. 工程地球物理学报, 2012, 09(2):238-240.
[9]	杨海鸣, 杨帆. 小波在结构损伤鉴定中的应用[J]. 武汉理工大学学报(交通科学与工程版), 2011, 35(4):836-839.
[10]	管德清,黄燕.基于应变模态小波变换的框架结构损伤识别研究[J].计算力学学报,2010,27(02):325-329+341.
[11]	Janeliukstis R , Rucevskis S , Wesolowski M , et al. Experimental structural damage localization in beam structure using spatial continuous wavelet transform and mode shape curvature methods[J]. Measurement, 2017, 102:253-270.
[12]	Patel S.S. Chourasia, A.P. Panigrahi, S.K.. Damage Identification of RC Structures Using Wavelet Transformation [C]. India, 2016
[13]	Yang X S. A new metaheuristic bat-inspired algorithm[C]. Nature Insnired Cooperative Strategies for Optimization(NICSO 2010), Springer, 2010.
[14]	Yang X S. A new metaheuristic bat-inspired algorithm[J]. Nature Inspired Cooperative Strategies for Optimization, 2012, 284: 65-74.
[15]	李煜, 马良. 新型全局优化蝙蝠算法[J]. 计算机科学, 2013, 40(9):225-229.
[16]	陈绍炜, 柳光峰, 冶帅. 基于蝙蝠算法优化ELM的模拟电路故障诊断研究[J]. 电子测量技术, 2015, 38(2):138-141.
[17]	韩忠华, 朱伯秋, 史海波,等. 基于改进蝙蝠算法的柔性流水车间排产优化问题研究[J]. 计算机应用研究, 2017, 34(7):1935-1938.
[18]	Alemu Lemma T , Mohd Hashim F . Fuzzy Systems and Bat Algorithm for Exergy Modeling in a Gas Turbine Generator[C].Humanities, Science & Engineering. IEEE, 2012.
[19]	Nakamura R Y M , Pereira L A M , Costa K A , et al. BBA: A binary bat algorithm for feature selection[C] Graphics, Patterns & Images. IEEE, 2012.
[20]	Tholath Jose J . Economic load dispatch including wind power using Bat Algorithm[C] International Conference on Advances in Electrical Engineering. IEEE, 2014.
[21]	Dao T K , Pan T S , Nguyen T T , et al. Evolved Bat Algorithm for Solving the Economic Load Dispatch Problem[M]. Genetic and Evolutionary Computing. Springer International Publishing, 2015.

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Guan Deqing, Bai Yuanwei, Tang Zhou. (2019). Damage Identification of Frame Structure Based on Wavelet Analysis-Bat Algorithm. Asia-Pacific Journal of Civil Engineering and Architecture, 1(1), 1-6.

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ACS Style

Guan Deqing; Bai Yuanwei; Tang Zhou. Damage Identification of Frame Structure Based on Wavelet Analysis-Bat Algorithm. Asia-Pac. J. Civ. Eng. Archit. 2019, 1(1), 1-6.

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AMA Style

Guan Deqing, Bai Yuanwei, Tang Zhou. Damage Identification of Frame Structure Based on Wavelet Analysis-Bat Algorithm. Asia-Pac J Civ Eng Archit. 2019;1(1):1-6.

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@article{10036627,
  author = {Guan Deqing and Bai Yuanwei and Tang Zhou},
  title = {Damage Identification of Frame Structure Based on Wavelet Analysis-Bat Algorithm},
  journal = {Asia-Pacific Journal of Civil Engineering and Architecture},
  volume = {1},
  number = {1},
  pages = {1-6},
  url = {https://www.sciencepublishinggroup.com/article/10036627},
  abstract = {Using wavelet and bat algorithm to study the damage identification of frame structure.Firstly, solving the curvature mode of the damaged structure by finite element analysis. Secondly, by using continuous wavelet transform, the curvature mode is processed to obtain the wavelet coefficient figure. The damage position of the structure was identified by the position point of the maximum modulus in the wavelet coefficient figure.Finally, constructing the objective function based on the frequency and mode shape of the structure and using the bat algorithm to solve the objective function, the degree of structural damage is obtained.A two-stage structural damage identification method based on wavelet and bat algorithm was established. Using this method to analyze one - floor one - span and two - floor two - span frame structure.The results showed that the combination of wavelet and bat algorithm could effectively identify the damage location and damage degree of the structure.},
 year = {2019}
}

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TY  - JOUR
T1  - Damage Identification of Frame Structure Based on Wavelet Analysis-Bat Algorithm
AU  - Guan Deqing
AU  - Bai Yuanwei
AU  - Tang Zhou
Y1  - 2019/05/08
PY  - 2019
T2  - Asia-Pacific Journal of Civil Engineering and Architecture
JF  - Asia-Pacific Journal of Civil Engineering and Architecture
JO  - Asia-Pacific Journal of Civil Engineering and Architecture
SP  - 1
EP  - 6
PB  - Science Publishing Group
UR  - http://www.sciencepg.com/article/10036627
AB  - Using wavelet and bat algorithm to study the damage identification of frame structure.Firstly, solving the curvature mode of the damaged structure by finite element analysis. Secondly, by using continuous wavelet transform, the curvature mode is processed to obtain the wavelet coefficient figure. The damage position of the structure was identified by the position point of the maximum modulus in the wavelet coefficient figure.Finally, constructing the objective function based on the frequency and mode shape of the structure and using the bat algorithm to solve the objective function, the degree of structural damage is obtained.A two-stage structural damage identification method based on wavelet and bat algorithm was established. Using this method to analyze one - floor one - span and two - floor two - span frame structure.The results showed that the combination of wavelet and bat algorithm could effectively identify the damage location and damage degree of the structure.
VL  - 1
IS  - 1
ER  -

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Author Information

Guan Deqing

College of Civil Engineering, Changsha University of Science and Technology, Changsha, China
Bai Yuanwei

College of Civil Engineering, Changsha University of Science and Technology, Changsha, China
Tang Zhou

College of Civil Engineering, Changsha University of Science and Technology, Changsha, China

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Plain Text BibTeX RIS

APA Style

Guan Deqing, Bai Yuanwei, Tang Zhou. (2019). Damage Identification of Frame Structure Based on Wavelet Analysis-Bat Algorithm. Asia-Pacific Journal of Civil Engineering and Architecture, 1(1), 1-6.

Copy | Download

ACS Style

Guan Deqing; Bai Yuanwei; Tang Zhou. Damage Identification of Frame Structure Based on Wavelet Analysis-Bat Algorithm. Asia-Pac. J. Civ. Eng. Archit. 2019, 1(1), 1-6.

Copy | Download

AMA Style

Guan Deqing, Bai Yuanwei, Tang Zhou. Damage Identification of Frame Structure Based on Wavelet Analysis-Bat Algorithm. Asia-Pac J Civ Eng Archit. 2019;1(1):1-6.

Copy | Download

@article{10036627,
  author = {Guan Deqing and Bai Yuanwei and Tang Zhou},
  title = {Damage Identification of Frame Structure Based on Wavelet Analysis-Bat Algorithm},
  journal = {Asia-Pacific Journal of Civil Engineering and Architecture},
  volume = {1},
  number = {1},
  pages = {1-6},
  url = {https://www.sciencepublishinggroup.com/article/10036627},
  abstract = {Using wavelet and bat algorithm to study the damage identification of frame structure.Firstly, solving the curvature mode of the damaged structure by finite element analysis. Secondly, by using continuous wavelet transform, the curvature mode is processed to obtain the wavelet coefficient figure. The damage position of the structure was identified by the position point of the maximum modulus in the wavelet coefficient figure.Finally, constructing the objective function based on the frequency and mode shape of the structure and using the bat algorithm to solve the objective function, the degree of structural damage is obtained.A two-stage structural damage identification method based on wavelet and bat algorithm was established. Using this method to analyze one - floor one - span and two - floor two - span frame structure.The results showed that the combination of wavelet and bat algorithm could effectively identify the damage location and damage degree of the structure.},
 year = {2019}
}

Copy | Download

TY  - JOUR
T1  - Damage Identification of Frame Structure Based on Wavelet Analysis-Bat Algorithm
AU  - Guan Deqing
AU  - Bai Yuanwei
AU  - Tang Zhou
Y1  - 2019/05/08
PY  - 2019
T2  - Asia-Pacific Journal of Civil Engineering and Architecture
JF  - Asia-Pacific Journal of Civil Engineering and Architecture
JO  - Asia-Pacific Journal of Civil Engineering and Architecture
SP  - 1
EP  - 6
PB  - Science Publishing Group
UR  - http://www.sciencepg.com/article/10036627
AB  - Using wavelet and bat algorithm to study the damage identification of frame structure.Firstly, solving the curvature mode of the damaged structure by finite element analysis. Secondly, by using continuous wavelet transform, the curvature mode is processed to obtain the wavelet coefficient figure. The damage position of the structure was identified by the position point of the maximum modulus in the wavelet coefficient figure.Finally, constructing the objective function based on the frequency and mode shape of the structure and using the bat algorithm to solve the objective function, the degree of structural damage is obtained.A two-stage structural damage identification method based on wavelet and bat algorithm was established. Using this method to analyze one - floor one - span and two - floor two - span frame structure.The results showed that the combination of wavelet and bat algorithm could effectively identify the damage location and damage degree of the structure.
VL  - 1
IS  - 1
ER  -

Copy | Download