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基于桥梁结构的动态称重系统算法研究
引用本文:耿少波,石雪飞,阮欣.基于桥梁结构的动态称重系统算法研究[J].石家庄铁道学院学报,2011(4):40-44.
作者姓名:耿少波  石雪飞  阮欣
作者单位:同济大学桥梁工程系;
基金项目:国家高技术研究发展计划(863计划)(2007AA11Z103)
摘    要:基于桥梁结构影响线加载的动态称重系统(B—WIM)便携且可循环使用,近几年在国外引起了学者深刻关注,并开发了相应的商业设备,而我国对此进行相关研究见于文献的很少。该系统可为中小跨径桥梁开展汽车荷载调查提供新的思路,并为中小跨径桥梁汽车活载评估提供直接参数。详细介绍了该系统算法原理,以三轴汽车荷载作为示例介绍了影响线坐标值标定过程,并给出了汽车荷载计算的通用矩阵表达式,为下一步进行设备开发的软件程序提供了理论支持。

关 键 词:桥梁结构  动态称重系统  汽车荷载

Algorithm Analysis of Bridge Weigh-in-Motion System Based on Bridge Response
Geng Shaobo,Shi Xuefei,Ruan Xin.Algorithm Analysis of Bridge Weigh-in-Motion System Based on Bridge Response[J].Journal of Shijiazhuang Railway Institute,2011(4):40-44.
Authors:Geng Shaobo  Shi Xuefei  Ruan Xin
Institution:Geng Shaobo,Shi Xuefei,Ruan Xin (Department of Bridge Engineering,Tongji University,Shanghai 200092,China)
Abstract:The bridge weigh-in-motion system,based on the bridge structure influence line calculation,attracts many researchers' attention extensively abroad.Portability and recyclability are advantages of B-WIM system.Some foreign products are also applied for existing bridge evaluation while few research papers can be found in China.As its application can provide the existing bridge with real vehicle load data for bridge condition evaluation,the operation principles of the whole system are introduced in detail.With ...
Keywords:bridge structure  weigh-in-motion  vehicle load  
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