加密型勒索软件通过加密用户文件来勒索赎金.现有的基于第一条加密应用编程接口(Application Programming Interface,API)的早期检测方法无法在勒索软件执行加密行为前将其检出.由于不同家族的勒索软件开始执行其加密行为的时刻各不相同...加密型勒索软件通过加密用户文件来勒索赎金.现有的基于第一条加密应用编程接口(Application Programming Interface,API)的早期检测方法无法在勒索软件执行加密行为前将其检出.由于不同家族的勒索软件开始执行其加密行为的时刻各不相同,现有的基于固定时间阈值的早期检测方法仅能将少量勒索软件在其执行加密行为前准确检出.为进一步提升勒索软件检测的及时性,本文在分析多款勒索软件运行初期调用动态链接库(Dynamic Link Library,DLL)和API行为的基础上,提出了一个表征软件从开始运行到首次调用加密相关DLL之间的时间段的概念——运行初始阶段(Initial Phase of Operation,IPO),并提出了一个以软件在IPO内产生的API序列为检测对象的勒索软件早期检测方法,即基于API潜在语义的勒索软件早期检测方法(Ransomware Early Detection Method based on API Latent Semantics,REDMALS).REDMALS采集IPO内的API序列后,采用TF-IDF(Term Frequency-Inverse Document Frequency)算法以及潜在语义分析(Latent Semantic Analysis,LSA)算法对采集的API序列生成特征向量及提取潜在的语义结构,再运用机器学习算法构建检测模型用于勒索软件检测.实验结果显示运用随机森林算法的REDMALS在构建的变种测试集和未知测试集上可分别获得97.7%、96.0%的准确率,且两个测试集中83%和76%的勒索软件样本可在其执行加密行为前被检出.展开更多
航空发动机主轴中滚动轴承为了降低系统振动经常与弹性环式挤压油膜阻尼器(elastic ring squeeze film damper, ERSFD)联合使用。基于滚动轴承动力学理论和流体力学控制方程,采用变步长积分算法建立圆柱滚子轴承与ERSFD耦合的动力学分...航空发动机主轴中滚动轴承为了降低系统振动经常与弹性环式挤压油膜阻尼器(elastic ring squeeze film damper, ERSFD)联合使用。基于滚动轴承动力学理论和流体力学控制方程,采用变步长积分算法建立圆柱滚子轴承与ERSFD耦合的动力学分析模型,对外圈带ERSFD的圆柱滚子轴承保持架振动特性和打滑率进行研究。研究结果表明:与未装配ERSFD的圆柱滚子轴承相比,ERSFD可以提高圆柱滚子轴承保持架的稳定性。过大或过小的弹性环凸台数量与宽度都不利于圆柱滚子轴承保持架的稳定性,需要选择合适的凸台数量和宽度。径向载荷与转速对带弹性环的圆柱滚子轴承保持架稳定性影响显著,保持架涡动频率的谐波次数随着径向载荷的增加而减少,其对应的幅值也减小;保持架涡动频率的谐波次数随着转速的增加而增加,其对应幅值也增加。展开更多
A shaking table test for a bridge foundation reinforced by anti-slide piles on a silty clay landslide model with an inclined interlayer was performed.The deformation characteristics of the bridge foundation piles and ...A shaking table test for a bridge foundation reinforced by anti-slide piles on a silty clay landslide model with an inclined interlayer was performed.The deformation characteristics of the bridge foundation piles and anti-slide piles were analyzed in different loading conditions.The dynamic response law of a silty clay landslide with an inclined interlayer was summarized.The spacing between the rear anti-slide piles and bridge foundation should be reasonably controlled according to the seismic fortification requirements,to avoid the two peaks in the forced deformation of the bridge foundation piles.The“blocking effect”of the bridge foundation piles reduced the deformation of the forward anti-slide piles.The stress-strain response of silty clay was intensified as the vibration wave field appeared on the slope.Since the vibration intensified,the thrust distribution of the landslide underwent a process of shifting from triangle to inverted trapezoid,the difference in the acceleration response between the bearing platform and silty clay landslide tended to decrease,and the spectrum amplitude near the natural vibration frequency increased.The rear anti-slide piles were able to slow down the shear deformation of the soil in front of the piles and avoid excessive acceleration response of the bridge foundation piles.展开更多
文摘加密型勒索软件通过加密用户文件来勒索赎金.现有的基于第一条加密应用编程接口(Application Programming Interface,API)的早期检测方法无法在勒索软件执行加密行为前将其检出.由于不同家族的勒索软件开始执行其加密行为的时刻各不相同,现有的基于固定时间阈值的早期检测方法仅能将少量勒索软件在其执行加密行为前准确检出.为进一步提升勒索软件检测的及时性,本文在分析多款勒索软件运行初期调用动态链接库(Dynamic Link Library,DLL)和API行为的基础上,提出了一个表征软件从开始运行到首次调用加密相关DLL之间的时间段的概念——运行初始阶段(Initial Phase of Operation,IPO),并提出了一个以软件在IPO内产生的API序列为检测对象的勒索软件早期检测方法,即基于API潜在语义的勒索软件早期检测方法(Ransomware Early Detection Method based on API Latent Semantics,REDMALS).REDMALS采集IPO内的API序列后,采用TF-IDF(Term Frequency-Inverse Document Frequency)算法以及潜在语义分析(Latent Semantic Analysis,LSA)算法对采集的API序列生成特征向量及提取潜在的语义结构,再运用机器学习算法构建检测模型用于勒索软件检测.实验结果显示运用随机森林算法的REDMALS在构建的变种测试集和未知测试集上可分别获得97.7%、96.0%的准确率,且两个测试集中83%和76%的勒索软件样本可在其执行加密行为前被检出.
文摘航空发动机主轴中滚动轴承为了降低系统振动经常与弹性环式挤压油膜阻尼器(elastic ring squeeze film damper, ERSFD)联合使用。基于滚动轴承动力学理论和流体力学控制方程,采用变步长积分算法建立圆柱滚子轴承与ERSFD耦合的动力学分析模型,对外圈带ERSFD的圆柱滚子轴承保持架振动特性和打滑率进行研究。研究结果表明:与未装配ERSFD的圆柱滚子轴承相比,ERSFD可以提高圆柱滚子轴承保持架的稳定性。过大或过小的弹性环凸台数量与宽度都不利于圆柱滚子轴承保持架的稳定性,需要选择合适的凸台数量和宽度。径向载荷与转速对带弹性环的圆柱滚子轴承保持架稳定性影响显著,保持架涡动频率的谐波次数随着径向载荷的增加而减少,其对应的幅值也减小;保持架涡动频率的谐波次数随着转速的增加而增加,其对应幅值也增加。
基金Sichuan Science and Technology Program under Grant No.2023NSFSC0894Major Project of the Science and Technology Research and Development Program of the Ministry of Railways of China under Grant No.Z2012-061。
文摘A shaking table test for a bridge foundation reinforced by anti-slide piles on a silty clay landslide model with an inclined interlayer was performed.The deformation characteristics of the bridge foundation piles and anti-slide piles were analyzed in different loading conditions.The dynamic response law of a silty clay landslide with an inclined interlayer was summarized.The spacing between the rear anti-slide piles and bridge foundation should be reasonably controlled according to the seismic fortification requirements,to avoid the two peaks in the forced deformation of the bridge foundation piles.The“blocking effect”of the bridge foundation piles reduced the deformation of the forward anti-slide piles.The stress-strain response of silty clay was intensified as the vibration wave field appeared on the slope.Since the vibration intensified,the thrust distribution of the landslide underwent a process of shifting from triangle to inverted trapezoid,the difference in the acceleration response between the bearing platform and silty clay landslide tended to decrease,and the spectrum amplitude near the natural vibration frequency increased.The rear anti-slide piles were able to slow down the shear deformation of the soil in front of the piles and avoid excessive acceleration response of the bridge foundation piles.
