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ISBN 978-952-5726-09-1 (Print)<br />

Proceedings of the Second International Symposium on Networking and Network Security (ISNNS ’10)<br />

Jinggangshan, P. R. China, 2-4, April. 2010, pp. 043-046<br />

Research on the Safety Assessment of Bridges<br />

Based on Fuzzy-Neural Network<br />

Bo Wang 1 , Xuzheng Liu 2 , and Chao Luo 3<br />

1 School of Information Science And Medium, JingGangShan University,Ji’an 343009, China<br />

E-mail:woboxp@126.com<br />

2 School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013,China<br />

Email:urbwolf@126.com<br />

3 Morden Education Technology Center, Jinggangshan UniverSity, Ji’an 343009, China<br />

Email:luochao6668@163.com<br />

Abstract--Fuzzy theory is integrated with Artificial Neural<br />

Network to create a bridge safety assessment model,<br />

through which the Fuzzy-Neural Network is improved in<br />

the light of sample data simulation. First, determine<br />

network layers interms of the seven critiria for bridge<br />

safety assessment. Then enter sample data at the input layer;<br />

study sample at the fuzzy reasoning layer by BP calculation<br />

method; obtain professional experience and ways of<br />

thinking about bridage safety assessment via the<br />

network. Finally, compare the assessment results from the<br />

network with those from professionals. The comparison<br />

proves the artificial fuzzy-neural network's feasibility and<br />

efficiency in assessing bridge safety.<br />

Index Terms --fuzzy-neural network; bridge safety<br />

assessment; BP network; suspended bridge<br />

I. INTRODUCTION<br />

Artificial Neural Network, also known as Neural<br />

Network, is widely applied to pattern recognization,<br />

automatic control, image processing and language<br />

identification. Neural Network, integrated with fuzzy<br />

theory, is greatly enhanced to a better processing of<br />

information, information both precise and fuzzy; thus is<br />

the fuzzy system escalated to be known as adaptive fuzzy<br />

system. Efforts have been made to employ neural<br />

network to the bridge safety assessment in [1][2][3][4][5].<br />

BP neural network is utilized to detect the structural<br />

damage by Wu[6][7] and the others[8][9][10].<br />

Kaminski[11] has made a research into the examination<br />

of girder steel in the light of neural network. Kaminski’s<br />

neural network has been verified through the tests of<br />

absolute frequency[12][13][14], relative frequency and<br />

the synthesized frequency to guarantee the solid<br />

feedback on the identification of the damage[15][16][17].<br />

A comparative inadequacy can be seen when the<br />

application of fuzzy-neural network to the bridge safety<br />

assessment is put in the concerned domain world wide.<br />

The paper is therefore dedicated to a specific reliability<br />

bridge assessment resolutions based on the fuzzy-neural<br />

network and employed to Bridge A.<br />

II.<br />

SAFETY ASSESSMENT MODEL<br />

A. The Criteria for the Model<br />

A set of criteria has to be established before the<br />

This article is funded by Education Department,province<br />

Jiangxi,GJJ09143.<br />

© 2010 ACADEMY PUBLISHER<br />

AP-PROC-CS-10CN006<br />

43<br />

assessment can be carried out to a specific subject. As<br />

main cable sustains the most load of a suspended<br />

bridge, its strained condition and its lineshape is of<br />

significance to the entire bridge safety. The bridge<br />

tower is at always left at the bending moment and<br />

shaft force, which makes another inconvenient<br />

criterion the deviation of the tower-top and the<br />

capacity of the tower to the tension. The other<br />

influential criteria are the lineshape of the stiff girder,<br />

the internal force and the exterior examination of the<br />

lift lock. Now we come to criteria covers seven<br />

significant aspects to a feasible safety assessment<br />

model: exterior examination (F 1 ), bridge tower<br />

deviation (F 2 ), bridge tower capacity to tension (F 3 ),<br />

lineshape of the stiff girder (F 4 ), internal force of the<br />

lift lock (F 5 ), lineshape of main cable (F 6 ) and the<br />

tension of the anchor cable (F 7 )<br />

x 1<br />

x 2<br />

x i<br />

μ 11<br />

μ 12<br />

μ 1k<br />

μ 21<br />

μ 22<br />

μ 2k<br />

μ i1<br />

μ i2<br />

μ ik<br />

Safety Assessment<br />

F 1 F 2 F 3 F 4 F 5 F 6 F 7<br />

Figure 1.<br />

Figure 2.<br />

Safety assessment model<br />

BP hide ylayer<br />

Fuzzification Fuzzy reasoning Disfuzzification<br />

Fuzzy-neural network<br />

A<br />

B<br />

C<br />

D<br />

E

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