针对传统的多重信号分类(multiple signal classification,简称MUSIC)算法定位声源位置时存在计算量大的问题,提出了一种基于宏微导向的蚁群(ant colony optimization,简称ACO)-MUSIC两级相控声源定位算法。首先,利用ACO估算出声源所在...针对传统的多重信号分类(multiple signal classification,简称MUSIC)算法定位声源位置时存在计算量大的问题,提出了一种基于宏微导向的蚁群(ant colony optimization,简称ACO)-MUSIC两级相控声源定位算法。首先,利用ACO估算出声源所在的宏观位置,再用MUSIC算法精确搜索声源所在的微观方位;其次,对提出的算法进行数值仿真,并搭建实验系统进行验证。仿真和实验结果表明,所提出的算法可以高精度、快速地定位出声源所在的位置;在搜索步距为0.05°时,算法的计算复杂度和计算时间仅为传统MUSIC算法的0.25%和2.8%。展开更多
A series of centrifuge model tests of sandy slopes were conducted to study the dynamic behavior of pile-reinforced slopes subjected to various motions.Time histories of accelerations,bending moments and pile earth pre...A series of centrifuge model tests of sandy slopes were conducted to study the dynamic behavior of pile-reinforced slopes subjected to various motions.Time histories of accelerations,bending moments and pile earth pressures were obtained during excitation of the adjusted El Centro earthquake and a cyclic motion.Under a realistic earthquake,the overall response of the pile-reinforced slope is lower than that of the non-reinforced slope.The histories of bending moments and dynamic earth pressures reach their maximums soon after shaking started and then remain roughly stable until the end of shaking.Maximum moments occur at the height of 3.5 m,which is the deeper section of the pile,indicating the interface between the active loading and passive resistance regions.The dynamic earth pressures above the slope base steadily increase with the increase of height of pile.For the model under cyclic input motion,response amplitudes at different locations in the slope are almost the same,indicating no significant response amplification.Both the bending moment and earth pressure increase gradually over a long period.展开更多
文摘针对传统的多重信号分类(multiple signal classification,简称MUSIC)算法定位声源位置时存在计算量大的问题,提出了一种基于宏微导向的蚁群(ant colony optimization,简称ACO)-MUSIC两级相控声源定位算法。首先,利用ACO估算出声源所在的宏观位置,再用MUSIC算法精确搜索声源所在的微观方位;其次,对提出的算法进行数值仿真,并搭建实验系统进行验证。仿真和实验结果表明,所提出的算法可以高精度、快速地定位出声源所在的位置;在搜索步距为0.05°时,算法的计算复杂度和计算时间仅为传统MUSIC算法的0.25%和2.8%。
基金Project(50639060) supported by the National Natural Science Foundation of ChinaProject(610103002) supported by the State Key Laboratory of Hydroscience and Engineering,Tsinghua University,China
文摘A series of centrifuge model tests of sandy slopes were conducted to study the dynamic behavior of pile-reinforced slopes subjected to various motions.Time histories of accelerations,bending moments and pile earth pressures were obtained during excitation of the adjusted El Centro earthquake and a cyclic motion.Under a realistic earthquake,the overall response of the pile-reinforced slope is lower than that of the non-reinforced slope.The histories of bending moments and dynamic earth pressures reach their maximums soon after shaking started and then remain roughly stable until the end of shaking.Maximum moments occur at the height of 3.5 m,which is the deeper section of the pile,indicating the interface between the active loading and passive resistance regions.The dynamic earth pressures above the slope base steadily increase with the increase of height of pile.For the model under cyclic input motion,response amplitudes at different locations in the slope are almost the same,indicating no significant response amplification.Both the bending moment and earth pressure increase gradually over a long period.
