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초록
The analysis of vehicular loads reflecting the domestic traffic circumstances is necessary for the development of adequate design live load models in the analysis and design of cable-supported bridges or the development of fatigue load models to predict the remaining lifespan of the bridges. This study intends to develop an ANN(artificial neural network)-based Bridge WIM system and Influence line-based Bridge WIM system for obtaining information concerning the loads conditions of vehicles crossing bridge structures by exploiting the signals measured by strain gauges installed at the bottom surface of the bridge superstructure. This study relies on experimental data corresponding to the travelling of hundreds of random vehicles rather than on theoretical data generated through numerical simulations to secure data sets for the training and test of the ANN. In addition, data acquired from 3 types of vehicles weighed statically at measurement station and then crossing the bridge repeatedly are also exploited to examine the accuracy of the trained ANN. The results obtained through the proposed ANN-based analysis method, the influence line analysis method considering the local behavior of the bridge are compared for an example cable-stayed bridge. In view of the results related to the cable-stayed bridge, the cross beam ANN analysis method appears to provide more remarkable load analysis results than the cross beam influence line method.
키워드
- 제목
- 인공신경망을 이용한 강합성 사장교 차량하중분석시스템 개발
- 제목 (타언어)
- Development of Steel Composite Cable Stayed Bridge Weigh-in-Motion System using Artificial Neural Network
- 저자
- 박민석; 조병완; 김성곤; 이정휘
- 발행일
- 2008-11
- 저널명
- 대한토목학회논문집(국문)
- 권
- 28
- 호
- 6
- 페이지
- 799 ~ 808