RESEARCH ON STRUCTURAL DAMAGE IDENTIFICATION USING GREY NETWORK

Li Hairui; Li Juelong; Xing Jianchun

doi:10.13204/j.gyjz201212027

Volume 42 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(12): 126-128,138

Shen Baohan, Sun Junping, Wang Yan. THE CALCULATION OF VERTICAL COMPRESSIONAL BEARING CAPACITY OF DX PILE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 18-22. doi: 10.13204/j.gyjz200805004

Citation:

Li Hairui, Li Juelong, Xing Jianchun. RESEARCH ON STRUCTURAL DAMAGE IDENTIFICATION USING GREY NETWORK[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 126-128,138. doi: 10.13204/j.gyjz201212027

Shen Baohan, Sun Junping, Wang Yan. THE CALCULATION OF VERTICAL COMPRESSIONAL BEARING CAPACITY OF DX PILE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 18-22. doi: 10.13204/j.gyjz200805004

Citation:

Li Hairui, Li Juelong, Xing Jianchun. RESEARCH ON STRUCTURAL DAMAGE IDENTIFICATION USING GREY NETWORK[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 126-128,138. doi: 10.13204/j.gyjz201212027

PDF( 0 KB)

RESEARCH ON STRUCTURAL DAMAGE IDENTIFICATION USING GREY NETWORK

doi: 10.13204/j.gyjz201212027

1.
1. Institute of National Defense Engineering,PLA University of Science &Technology,Nanjing 210007,China;
2.
2. The Center for Coast Defense Engineering Research of Navy,Beijing 100841,China

Received Date: 2012-01-17
Publish Date: 2012-12-20

Abstract

Abstract

Combining the static displacement curvature assurance coefficient used for damage identification with artificial neural network technology,the system of structural damage identification based on the grey network was set up.Using the system to judge the location and extent of structural damage on cantilever beam,it can be seen that this method is very effective,and the calculation on the static displacement curvature assurance coefficient is simple,the accuracy is high,and it also has a highly parallel computing power and good fault tolerance.
- damage identification,
- static displacement curvature assurance coefficient,
- artificial neural networks,
- grey network

FullText(HTML)

References(7)

References

[2] Chen Xiaozhen,Zhu Hongping,Chen Chuanyao.Structural Damage Identification Using Test Static Data Based on Grey System Theory[J].Journal of Zhejiang University:Science,2005,6A(80):790-796.

陈长征,罗跃纲,白秉三,等.结构损伤检测与智能诊断[M].北京:科学出版社,2001:15-17.

[3] 陈孝珍,朱宏平,陈传尧.灰色相关性分析结构静力损伤识别中的应用[J].力学与实践,2005,27(3):60-64.

[4] 禹丹江,陈淮.桥梁损伤检测的曲率模态法探讨[J].郑州大学学报,2002,23(3):104-106.

[5] 张开鹏,吴代华,李卓球.基于有限元法的结构损伤同伦延拓识别法[J].武汉理工大学学报,2004,26(10):31-34.

[6] 郑明刚.曲率模态在桥梁状态检测中的应用[J].振动与冲击,2000,20(2):81-83.

[7] 朱宏平.结构损伤检测的智能方法[M].北京:人民交通出版社,2009:111-113.

Relative Articles

[1]	ZHOU Zhijun, TIAN Yeqing, ZHANG Mingyi, WANG Kangchao, ZHU Shanshan. Analysis on Bearing Characteristics of Pile Groups with Post-Grouting at Pile Ends in Loess Areas[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 182-190. doi: 10.3724/j.gyjzG22090209
[2]	YANG Shichun. CALCULATIONS AND EXPERIMENTAL ANALYSIS OF THE ULTIMATE BEARING CAPACITY OF ROCK-SOCKETED CAST-IN-PLACE PILES[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 143-148,194. doi: 10.13204/j.gyjzG20111802
[4]	Li Shen, Su Mingzhou, Li Feng. THE ELASTIC LATERAL STIFFNESS AND ULTIMATE CAPACITY OF V-ECCENTRIC BRACED STEEL FRAMES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 145-152. doi: 10.13204/j.gyjz201508027
[5]	Shen Baohan, Wang Yan, Zhou Qingchun, He Dexin, Liu Zhenliang. TEST STUDY AND APPLICATION OF DX PILE WITH FOUR BULBS AT WUHAN WWPROJECT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 8-15. doi: 10.13204/j.gyjz200902002
[6]	Shen Baohan, Wang Yan, Qi Di, Zhang Xinsheng, Sun Junping, He Dexin, Lan Lan. TEST STUDY OF DX PILES WITH THREE AND FOUR BULBS AT NBZK ELECTRIC POWER PLANT IN INNER MONGOLIA[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 55-63. doi: 10.13204/j.gyjz200902007
[7]	Shen Baohan, Wang Haiyan, Sun Junping, He Dexin, Li Yanli, Liu Ying, Zeng Yajie. TEST STUDY OF DX PILES WITH SINGLE AND DOUBLE BULBS AT TANG SHAN HTW ELECTRIC PLANT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 16-25,122. doi: 10.13204/j.gyjz200902003
[8]	Shen Baohan, Lan Lan, Wang Yan, Liu Zhenliang, He Dexin. TEST STUDY OF DX PILESWITH DOUBLE BULBS AT HENAN HMQ ELECTRIC POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 38-44,63. doi: 10.13204/j.gyjz200902005
[9]	Shen Baohan, Wang Yan, Liu Zhenliang, He Dexin, Geng Yuping. TEST STUDY OF DX PILES WITH SINGLE AND DOUBLE BULBS AT NANYANG HNR THERMO-ELECTRIC PLANT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 26-37. doi: 10.13204/j.gyjz200902004
[10]	Shen Baohan, Wang Yan, Zhao Hui, Zhou Xiaobo, Wang Xing, He Jiandong, He Dexin, Qi Zhicheng. TEST STUDY OF COMPRESSION AND TENSION BEARING MECHANISM OF DX PILES WITH DOUBLE BULBS AT BEIJING BGFD WIND POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 45-54,79. doi: 10.13204/j.gyjz200902006
[11]	Shen Baohan, Wang Haiyan, Liu Zhenliang, He Dexin. TEST STUDY OF DX PILE WITH FOUR BULBS AT XI'AN SXD PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 1-7. doi: 10.13204/j.gyjz200902001
[12]	Shen Baohan. DX PILE AND ITS SEVERAL PROBLEMS OF VERTICAL BEARING CAPACITIES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 84-95. doi: 10.13204/j.gyjz200908022
[13]	Yang Lijun, Wang Wei, Zai Jinmin. THREE-PARAMETER MODEL FOR TIME-DEPENDENT BEARING CAPACITY OF PREFORMED PILE IN SOFT SOIL[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(6): 54-57. doi: 10.13204/j.gyjz200806015
[14]	Shen Baohan. THE DETERMINATION OF VERTICAL ULTIMATE BEARING CAPACITY OF DX PILES[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(5): 13-17,27. doi: 10.13204/j.gyjz200805003
[15]	Yu Zongwei, Xu Kui, Li Zhen. VALIDATING ANALYSIS OF SEVERAL KINDS OF PREDICTION MODELS OF SINGLE-PILE ULTIMATE BEARING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(8): 64-67. doi: 10.13204/j.gyjz200708017
[16]	Zou Dong-feng, Xu Han, Zhong Dong-bo. ISOLATION METHOD OF WIPING OFF UNEMPLOYED SEGMENT PILE SHAFT RESISTANCE IN STATIC LOAD TEST[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 22-24. doi: 10.13204/j.gyjz200704007
[17]	Cai Jiangdong, Jiang Zhenquan. EXPERIMENTAL ANALYSIS OF THE CHARACTER OF SHAFT RESISTANCE ALONG LARGE DIAMETER SOCKETED PILE CASTED IN SOFT ROCK[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 40-43. doi: 10.13204/j.gyjz200601013
[18]	Liu Junlong. THE PILE DRIVING PRESSURE AND THE ULTIMATE BEARING CAPACITY OF PILE DRIVING BY STATIC FORCE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 64-68. doi: 10.13204/j.gyjz200502018
[19]	Lu Hailin, Sun Chengfang, Yue Lin. EXPERIMENTAL RESEARCH ON ULTIMATE BEARING CAPACITY OF STEEL FIBER REINFORCED CONCRETE THICK PILE CAP WITH TWO PILES[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 38-40. doi: 10.13204/j.gyjz200408013
[20]	Shen Baohan, Chen Lun, Wang Haiyan, He Dexin, Sun Junping. FULL-SCALE TEST STUDY ON FRICTIONAL RESISTANCE AND END BEARING OF DX PILES CAST-IN-SITU[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 9-14,29. doi: 10.13204/j.gyjz200403003