摘要
针对目前高拱坝监测资料分析中单效应量分析方法存在的不足,将数据融合技术中的D-S证据理论引入到高拱坝多效应量融合建模之中,提出了一种适合于高拱坝D-S证据融合评价的新的融合系数运算公式,建立了基于改进型证据理论的高拱坝多效应量融合模型。工程实例分析表明,该方法合理、可行,并可降低高拱坝安全评价中的不确定性与未知性。
Aiming at the deficiency of single effect quantity analysis method of high arch dam safety monitoring, we introduce a data fusion theory named D-S evidence theory into multi- effect quantity fusion model of high arch dam. A new formula for calculating the fusion coef- ficient is put forward suitable for D-S evidence fusion evaluation to high arch dam safety, and a multi-effect quantity fusion model of high arch dam is established based on improved D-S evidence theory. The results of engineering example indicates that this method is reasonable and feasible, which not only provide a new way for high arch dam multi-effect quantity com- prehensive evaluation, but also can reduce uncertainty and unacknowledged in high arch dam safety evaluation.
出处
《武汉大学学报(信息科学版)》
EI
CSCD
北大核心
2012年第12期1397-1400,共4页
Geomatics and Information Science of Wuhan University
基金
国家自然科学基金资助项目(51079114)
关键词
拱坝
多效应量
融合理论
D-S证据理论
arch dam
multi-effect-quantity
fusion theory
D-S evidence theory