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国家自然科学基金(51079046)

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21 条 记 录,以下是 1-10
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李家峡拱坝应力监测资料模型分析
利用李家峡拱坝的应变监测资料,计算相应的应力值,通过对应力资料的分析构建应力统计模型,并分析各环境量对应力的影响和应力变化规律.
马文丽李姝昱顾昊
关键词:李家峡水电站统计模型拱坝
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Comprehensive evaluation methods for dam service status被引量:10
2012年
More than 87000 dams have been built in China,and about one third of them are risky projects.A number of high and ultra-high dams are being constructed in China's western region.The current dam construction practice tends to focus on socio-economic benefits and neglect the environment and ecology.Furthermore,periodic examinations are intended to ensure the structural safety of dams.This paper proposes a general evaluation principle for dam service.This principle stipulates that dam projects should have maximum socio-economic benefits and minimum negative effects on the environment and ecology.To satisfy the general principle of mutual harmony,socio-economic benefits,dam safety,environment,and ecology are analyzed,and the evaluation methods for dam service status are discussed.Then,a fusion algorithm of interlayer assessment is proposed on the basis of evidence theory and the fuzzy comprehensive analysis method.Finally,a comprehensive evaluation model is established.Example analysis shows that the proposed theories and methods can fulfill scientific assessment of the service status of dams.
WU ZhongRuXU BoGU ChongShiLI ZhanChao
关键词:DAM
基于MATLAB的时间序列在大坝位移预测中的应用
根据MATLAB的时间序列模型能够逼近任意非线性函数的特点和具有反映系统动态特性的能力,提出了一种利用时间序列建立大坝位移预报模型的方法.利用时间序列分析方法进行建模,能避开建立影响因素、自变量因子、表达模式的难点,直接...
田振华谢忱
关键词:时间序列安全监控MATLAB
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多种软件协作背景下的高拱坝结构特性及安全度评价被引量:1
2013年
针对锦屏一级高拱坝地质构造复杂、两岸基础刚度及坝体体型不对称问题,利用AutoCAD和HyperMesh联合进行三维地质建模,应用Marc软件对拱坝基础系统进行三维弹塑性有限元分析得到加固前后坝体的位移场和应力场,并采用基于位移突变的强度折减法评估拱坝基础系统的整体安全度。结果表明,锦屏高拱坝的位移和应力分布符合拱坝受力的一般规律,位移和应力呈现较明显的左右不对称分布,对左岸f5、f8断层进行加固处理可改善位移和应力的不对称分布状况,综合分析位移突变点及位移变化速率突变点,认为锦屏拱坝基础系统的整体强度储备安全度约为2.5。
李季琼宋鹏张伟
关键词:弹塑性有限元位移场整体安全度
Abnormality diagnosis of cracks in the concrete dam based on dynamical structure mutation被引量:18
2011年
A method of the fuzzy cross-correlation factor exponent in dynamics is researched and proposed to diagnose abnormality of cracks in the concrete dam. Moreover, the Logistic time series changing from period-doubling bifurcation to chaos is tested first using this method. Results indicate that it can distinguish inherent dynamics of time series and can detect mutations. Considering that cracks in the concrete dam constitute an open, dissipative and complex nonlinear dynamical system, a typical crack on the downstream face of a concrete gravity arch dam is analyzed with the proposed method. Two distinct mutations are discovered to indicate that the abnormality diagnosis of cracks in the concrete dam is achieved dynamically through this method. Furthermore, because it can be directly utilized in the measured crack opening displacement series to complete abnormality diagnosis, it has a good prospect for practical applications.
GU ChongShiLI ZhanChaoXU Bo
大坝变形监测数据异常值的判断与处理
大坝变形监测的数据可能存在一些异常值,这些异常值对大坝安全状况的评价和安全监控会产生较大的影响.大坝变形受到很多因素的影响,判断异常值需要综合考虑.介绍了格拉布斯判断法和改进的格拉布斯法,结果表明改进的格拉布斯法有很好的...
陶家祥曹其光张博李姝昱
关键词:大坝安全监测异常值
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主成分回归分析在确定大坝效应量分量中的应用被引量:4
2010年
大坝资料分析表明,水位、温度和时效等因素决定了坝体结构中各种效应量的发展变化情况。对某些具体问题进行研究或定量分析评价大坝的运行状态时,需要用到各分量的具体数值,通常这些分量是组合在一起的,很难得到其准确可靠的分量比例,特别是温度和水位,它们具有较高的相关性。而主成分分析方法可将原大量相关性较高的自变量转化为少数不相关的指标,从而为效应量的分离提供可靠的方法。将这种方法应用于一工程,结果验证了该方法实用、有效。
郑付刚
关键词:主成分回归分析大坝DAMCOMPONENT主成分分析方法坝体结构
丰满大坝垂直位移监测资料分析被引量:13
2010年
结合丰满大坝垂直位移监测资料,分析了大坝的垂直位移的变化规律,并运用逐步回归分析法,对坝顶垂直位移进行了统计建模.结果表明,温度是影响坝顶垂直位移的主要因素,水压力分量和时效分量也对垂直位移有一定的影响,但影响不大.通过对垂直位移监测资料的建模分析,对大坝的安全监测工作有一定的指导意义.
张博陶家祥曹其光曹其光
关键词:丰满大坝统计模型
Singular value diagnosis in dam safety monitoring effect values被引量:8
2011年
Based on the principal component analysis, principal components that have major influence on data variance are determined by the energy percentage method according to the correlation between monitoring effects. Then principal components are extracted through reconstructing multi effects. Moreover, combining with the optimal estimation theory, the method of singular value diagnosis in dam safety monitoring effect values is proposed. After dam monitoring information matrix is obtained, single effect state estimation matrix and multi effect fusion estimation matrix are constructed to make diagnosis on singular values to reduce false alarm rate. And the diagnosis index is calculated by PCA. These methods have already been applied to an actual project and the result shows the ability of the monitoring effect reflecting dam evolution behavior is improved as dam safety monitoring effect fusion estimation can take accurate identification on singular values and achieve data reduction, filter out noise and lower false alarm rate effectively.
GU ChongShiZHAO ErFengJIN YiSU HuaiZhi
关键词:EFFECT
Information fusion diagnosis and early-warning method for monitoring the long-term service safety of high dams被引量:3
2012年
Analyzing the service behavior of high dams and establishing early-warning systems for them have become increasingly important in ensuring their long-term service.Current analysis methods used to obtain safety monitoring data are suited only to single survey point data.Unreliable or even paradoxical results are inevitably obtained when processing large amounts of monitoring data,thereby causing difficulty in acquiring precise conclusions.Therefore,we have developed a new method based on multi-source information fusion for conducting a comprehensive analysis of prototype monitoring data of high dams.In addition,we propose the use of decision information entropy analysis for building a diagnosis and early-warning system for the long-term service of high dams.Data metrics reduction is achieved using information fusion at the data level.A Bayesian information fusion is then conducted at the decision level to obtain a comprehensive diagnosis.Early-warning outcomes can be released after sorting analysis results from multi-positions in the dam according to importance.A case study indicates that the new method can effectively handle large amounts of monitoring data from numerous survey points.It can likewise obtain precise real-time results and export comprehensive early-warning outcomes from multi-positions of high dams.
Xing LIUZhong-ru WUYang YANGJiang HUBo XU
关键词:DIAGNOSIS
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