Computer software has been becoming more and more c om plex with the development of hardware. Thus, how to efficiently develop extensib le, maintainable and adaptable software occurs to be an urgent problem. The comp ...Computer software has been becoming more and more c om plex with the development of hardware. Thus, how to efficiently develop extensib le, maintainable and adaptable software occurs to be an urgent problem. The comp onent-based software development technique is a better method to solve the prob lem. In this paper, we first discuss the concept, description method and some fa miliar styles of software architecture, and then analyze the merits of using the software architecture to guide the software development. We also present a gene ral design method for component. Its applications are finally provided.展开更多
为了解决软击穿导致的压控磁各向异性磁隧道结(voltage-controlled magnetic anisotropy magnetic tunnel junction,VCMA-MTJ)及其读电路性能下降的问题,在对VCMA-MTJ软击穿机理深入分析的基础上,修正了VCMA-MTJ的电学模型,设计了一种...为了解决软击穿导致的压控磁各向异性磁隧道结(voltage-controlled magnetic anisotropy magnetic tunnel junction,VCMA-MTJ)及其读电路性能下降的问题,在对VCMA-MTJ软击穿机理深入分析的基础上,修正了VCMA-MTJ的电学模型,设计了一种具有固定参考电阻的VCMA-MTJ读电路和一种具有参考电阻调控单元的VCMA-MTJ读电路,研究了软击穿对VCMA-MTJ电阻R_(t)、隧穿磁阻比率M、软击穿时间T_(s)以及VCMA-MTJ读电路读错误率的影响。结果表明:软击穿的出现会导致R_(t)和M均随应力时间t的增加而降低,T_(s)随氧化层厚度t_(ox)的增大而缓慢增加,却随脉冲电压V_(b)的增大而迅速减少,与反平行态相比,平行态的T_(s)更短且M降低50%所需时间更少;具有固定参考电阻的VCMA-MTJ读电路可有效避免读“0”错误率的产生,但读“1”错误率却随t的增加而上升,而具有参考电阻调控单元的VCMA-MTJ读电路可在保持读“0”正确率的同时,对读“1”错误率改善达54%,在一定程度上削弱了软击穿对VCMA-MTJ读电路的影响。展开更多
The FLAC3D software was used to simulate and analyze numerically the displacement, stress and plastic zone distribu-tion characteristics of a large span intersection in a deep soft rock roadway after the surrounding r...The FLAC3D software was used to simulate and analyze numerically the displacement, stress and plastic zone distribu-tion characteristics of a large span intersection in a deep soft rock roadway after the surrounding rock was excavated. Our simula-tion results show that there are two kinds of dominating factors affecting roadway stability at points of intersection, one is the angle between horizontal stress and axial direction of the roadway and the other are the angles at the points of intersection. These results are based on a study we carried out as follows: first, we analyzed the failure mechanism of a large span intersection and then we built a mechanical model of a rock pillar at one of the points of intersection. At the end of this analysis, we obtained the failure characteristics of the critical parts on the large span intersection. Given these failure characteristics, we proposed a new supporting method, i.e., a Double-Bolt Control Technology (DBCT). By way of numerical simulation, DBCT can effectively control the deformation of the surrounding rock at the points of intersection in roadways.展开更多
文摘Computer software has been becoming more and more c om plex with the development of hardware. Thus, how to efficiently develop extensib le, maintainable and adaptable software occurs to be an urgent problem. The comp onent-based software development technique is a better method to solve the prob lem. In this paper, we first discuss the concept, description method and some fa miliar styles of software architecture, and then analyze the merits of using the software architecture to guide the software development. We also present a gene ral design method for component. Its applications are finally provided.
文摘为了解决软击穿导致的压控磁各向异性磁隧道结(voltage-controlled magnetic anisotropy magnetic tunnel junction,VCMA-MTJ)及其读电路性能下降的问题,在对VCMA-MTJ软击穿机理深入分析的基础上,修正了VCMA-MTJ的电学模型,设计了一种具有固定参考电阻的VCMA-MTJ读电路和一种具有参考电阻调控单元的VCMA-MTJ读电路,研究了软击穿对VCMA-MTJ电阻R_(t)、隧穿磁阻比率M、软击穿时间T_(s)以及VCMA-MTJ读电路读错误率的影响。结果表明:软击穿的出现会导致R_(t)和M均随应力时间t的增加而降低,T_(s)随氧化层厚度t_(ox)的增大而缓慢增加,却随脉冲电压V_(b)的增大而迅速减少,与反平行态相比,平行态的T_(s)更短且M降低50%所需时间更少;具有固定参考电阻的VCMA-MTJ读电路可有效避免读“0”错误率的产生,但读“1”错误率却随t的增加而上升,而具有参考电阻调控单元的VCMA-MTJ读电路可在保持读“0”正确率的同时,对读“1”错误率改善达54%,在一定程度上削弱了软击穿对VCMA-MTJ读电路的影响。
基金Financial supports for this work, provided by the Major Program of the National Natural Science Foundation of China (No.50490270)the National Basic Research Program of China (973) (No. 2006CB202200) the Innovation Term Project of Ministry of Education of China (No.IRT0656), are gratefully acknowledged
文摘The FLAC3D software was used to simulate and analyze numerically the displacement, stress and plastic zone distribu-tion characteristics of a large span intersection in a deep soft rock roadway after the surrounding rock was excavated. Our simula-tion results show that there are two kinds of dominating factors affecting roadway stability at points of intersection, one is the angle between horizontal stress and axial direction of the roadway and the other are the angles at the points of intersection. These results are based on a study we carried out as follows: first, we analyzed the failure mechanism of a large span intersection and then we built a mechanical model of a rock pillar at one of the points of intersection. At the end of this analysis, we obtained the failure characteristics of the critical parts on the large span intersection. Given these failure characteristics, we proposed a new supporting method, i.e., a Double-Bolt Control Technology (DBCT). By way of numerical simulation, DBCT can effectively control the deformation of the surrounding rock at the points of intersection in roadways.
