贝叶斯概率算法（Beyesian probability algorithm）是一种通用的框架,整合了先验概率和似然概率各自的优点,并能根据数据的具体情况作出相应调整,确保计算结果的合理性.该算法除了用于河流溶解氧含量的估算（Patil,Deng,2011）、桩基...贝叶斯概率算法（Beyesian probability algorithm）是一种通用的框架,整合了先验概率和似然概率各自的优点,并能根据数据的具体情况作出相应调整,确保计算结果的合理性.该算法除了用于河流溶解氧含量的估算（Patil,Deng,2011）、桩基础的可靠性评估（Zhang et al,2006）、合成孔径雷达图像的重建（Vu et al,2013）和海上钻井风险性的量化评价（Khakzad et al,2013）以外,也被应用于诸如地震边坡失稳的评估（Song et al，2012）、地震对结构脆弱性的影响分析（Koutsourelakis，2010）以及活断层的参数估算（Amighpey et al，2014）等方面的地震研究．展开更多
Composite laminates are made up of composite single-plies sequence. The plies generally have the same fiber and resin and their difference in fiber orientation results in a difference in various laminates' strengt...Composite laminates are made up of composite single-plies sequence. The plies generally have the same fiber and resin and their difference in fiber orientation results in a difference in various laminates' strength. Tsai-Hill failure criterion as a limiting state function to analyze structural reliability of a composite laminate and estimation theory in order to estimate statistical parameters of effective stress were utilized to construct probability box. Finally, we used the Monte Carlo simulation and FERUM software to calculate the upper and lower bounds of probability of failure.展开更多
文摘贝叶斯概率算法（Beyesian probability algorithm）是一种通用的框架,整合了先验概率和似然概率各自的优点,并能根据数据的具体情况作出相应调整,确保计算结果的合理性.该算法除了用于河流溶解氧含量的估算（Patil,Deng,2011）、桩基础的可靠性评估（Zhang et al,2006）、合成孔径雷达图像的重建（Vu et al,2013）和海上钻井风险性的量化评价（Khakzad et al,2013）以外,也被应用于诸如地震边坡失稳的评估（Song et al，2012）、地震对结构脆弱性的影响分析（Koutsourelakis，2010）以及活断层的参数估算（Amighpey et al，2014）等方面的地震研究．
文摘Composite laminates are made up of composite single-plies sequence. The plies generally have the same fiber and resin and their difference in fiber orientation results in a difference in various laminates' strength. Tsai-Hill failure criterion as a limiting state function to analyze structural reliability of a composite laminate and estimation theory in order to estimate statistical parameters of effective stress were utilized to construct probability box. Finally, we used the Monte Carlo simulation and FERUM software to calculate the upper and lower bounds of probability of failure.
