何金平, 马传彬, 施玉群. 高拱坝多效应量改进型D-S证据理论融合模型[J]. 武汉大学学报 ( 信息科学版), 2012, 37(12): 1397-1400.
引用本文: 何金平, 马传彬, 施玉群. 高拱坝多效应量改进型D-S证据理论融合模型[J]. 武汉大学学报 ( 信息科学版), 2012, 37(12): 1397-1400.
HE Jinping, MA Chuanbin, SHI Yuqun. Multi-effect-quantity Fusion Model of High Arch Dam Based on Improved D-S Evidence Theory[J]. Geomatics and Information Science of Wuhan University, 2012, 37(12): 1397-1400.
Citation: HE Jinping, MA Chuanbin, SHI Yuqun. Multi-effect-quantity Fusion Model of High Arch Dam Based on Improved D-S Evidence Theory[J]. Geomatics and Information Science of Wuhan University, 2012, 37(12): 1397-1400.

高拱坝多效应量改进型D-S证据理论融合模型

Multi-effect-quantity Fusion Model of High Arch Dam Based on Improved D-S Evidence Theory

  • 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。

     

    Abstract: 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 coefficient 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 comprehensive evaluation,but also can reduce uncertainty and unacknowledged in high arch dam safety evaluation.

     

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