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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