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Combining with the National Natural Science Foundation ofChina(No.50478032), following researches were done in this thesis: 1 The variation regularity of the ultimate anti-bending capacity of therectangular-sectioned beam with different corrosion has been obtained through thequalitative analysis of 48 beams (32 corroded beams and 12 comparing beams) withaccelerated corrosion; 2 The conclusion has been obtained that the strain of corroded steel bar andconcrete no longer fit in with the assumption of plane section through the analysis ofthe strain data, the strain relation of steel bar and concrete in the mid-span section ofvariously corroded beams at ultimate has been obtained. Through the building of newgeometric relation, the expression of the height of compressive area in the corrodedbeam with rectangular section has been deduced, and the formula with corrosion rateas the main variable for the anti-bending capacity of the corroded concrete beam hasbeen suggested and verified by experiment.; 3 The influence of steel bar corrosion and the concrete regression to the flexureductility coefficient of the corroded structure component has been analyzed. Based onthe relation of steel bar and concrete at yield and ultimate, the expression for theflexure at yield and ultimate of corroded reinforced concrete beam, and the model forthe calculation of the flexure ductility has been built.

本文结合国家自然科学基金项目(50478032)"既有钢筋混凝土桥梁时变可靠度研究",主要进行了以下研究工作: 1通过对48根快速锈蚀钢筋混凝土矩形截面梁(32根锈蚀梁和12根对比试验梁)数据的定性分析,得到了不同锈蚀率下,锈蚀钢筋混凝土矩形截面梁极限抗弯承载力的变化规律; 2通过对应变数据的分析,论证了锈蚀构件钢筋和混凝土的应变不再符合平截面假定的结论,并通过回归分析得出了不同锈蚀率的螺纹钢筋梁和光圆钢筋梁在极限弯矩作用下,跨中截面处钢筋应变和钢筋处混凝土应变的关系,通过构造新的几何关系,得出了锈蚀钢筋混凝土矩形截面梁计算受压区高度的表达式,既而得出了以锈蚀率为主要变量的锈蚀钢筋混凝土矩形截面梁的正截面抗弯计算建议公式,并通过试验数据加以验证; 3分析了钢筋锈蚀和混凝土劣化对锈蚀构件曲率延性系数的影响,结合钢筋屈服和极限弯矩两种状态下钢筋和混凝土的应变关系,分别得到了锈蚀钢筋混凝土矩形截面梁屈服曲率和极限曲率的计算表达式;既而推导出曲率延性系数的计算模型。

The result indicated that the degree of influence to the reliability of existing structure in the order high to low are resistant force decreasing, resistant force posterior distribution and live load.

计算结果表明,影响既有结构可靠度的三个主要因素中,其显著性程度按照由高到低的次序是:抗力衰减、抗力后验分布、活荷载取值。

The interval of predicable system reliability including built-in fuzzy information is obtained through the similar rank.

引入相似等级数表示预测系统与典型系统的相似程度,得到被预测系统包含模糊信息的可靠度置信区间。

The embodiment of the invention provides a method for coding the low-density parity checking code, comprising the following steps: in the iteration for the time of k, the variable node corresponding to an overturn function meeting the preset condition is overturned; according to the preset parameter, the reliability of the overturned variable node is corrected; according to the sequence of the overturned variable node, the checkout sub sequence is determined so as to output the coding result.

本发明实施例提供了一种低密度奇偶校验码的译码方法,主要包括:在第k次迭代中,对满足预设条件的翻转函数对应的变量节点进行翻转,根据预设的参数修正被翻转的变量节点的可靠度,根据翻转后的变量节点序列,确定校验子序列,以便输出译码结果。

Based on the analysis of accelerated factor, the prior distribution of mission reliability under the field test environment is carried out.

在加速因子分析的基础上,给出了现场试验条件下可靠度先验分布的计算方法。

The probability distribution of parameters of rock and soil has a significant effect on the reliability of calculation.

岩土参数的概率分布对可靠度计算结果有重要的影响。

The theory of reliability is based on the probability . it considers the variability of all stochastic variable and use taut probability to measure

可靠度理论是建立在概率论基础上,考虑了影响滑坡体稳定的各项随机变量的变异性,并用严格的概率来度量。

This paper provides casualties probability forecast model of city under earthquake using reliability method.

提出了利用可靠度方法预测城市地震人员伤亡数目的概率模型,利用此模型可计算出所需概率意义下的伤亡人数的范围,为地震区编制抗震防灾规划和地震救援方案提供有效的依据。

As the complex of the safety margin the solution of failure probability by the improved and sampling Monte-Carlo method is recommended here.

鉴于功能函数的复杂性,推荐应用改进的抽样蒙脱卡罗方法求解失效概率和可靠度

The prober is necessary role in wafer-level analysis of reliability.

在晶圆形式可靠度分析中,承载晶圆的探针台是不可或缺的。

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