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混凝土坝裂缝变形的不确定性分析模型
引用本文:陈福军,塔娜,赵二峰.混凝土坝裂缝变形的不确定性分析模型[J].黑龙江水专学报,2009,36(1):54-56,60.
作者姓名:陈福军  塔娜  赵二峰
作者单位:1. 宏源水电建设有限公司,浙江,温州,325000
2. 安迪水利水电勘测设计有限公司,浙江,义乌,322000
3. 河海大学,水利,水电工程学院,南京,210098
摘    要:混凝土坝裂缝的发生和发展受到不确定因素影响。将大坝系统及其安全监控看作一个受诸多因素影响的不确定性系统,结合裂缝实测资料,应用近似推理模型和信息分配法,建立了裂缝变形的不确定性分析模型。

关 键 词:混凝土坝  裂缝变形  近似推理  信息分配  不确定性模型

Uncertainty Analysis Model of Crack Deformation in the Concrete Dam
CHEN Fu-jun,TA Na,ZHAO Er-feng.Uncertainty Analysis Model of Crack Deformation in the Concrete Dam[J].Journal of Heilongjiang Hydraulic Engineering College,2009,36(1):54-56,60.
Authors:CHEN Fu-jun  TA Na  ZHAO Er-feng
Affiliation:1.Hongyuan Hydropower Construction Co.Ltd.;Wenzhou 325000;Zhejiang;China;2.Andy Water Resources and Hydropower Survey and Design Co.Ltd.;Yiwu 322000;3.College of Water Conservancy and Hydropower Engineering;Hohai University;Nanjing 210098;China
Abstract:The development of cracks in the concrete dam has been affected by certain factors.The dam system and its safety monitoring can be considered as an uncertainty system affected by many factors.Combining with monitoring data of cracks,the uncertainty analysis model of crack deformation has been constructed based on similar reasoning model and information distribution method.
Keywords:concrete dam  crack deformation  approximate reasoning  information distribution  uncertainty model  
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