期刊文献+
共找到5篇文章
< 1 >
每页显示 20 50 100
RESEARCH ON THE PACKING ALGORITHM FOR ANTI-SEU OF FPGA BASED ON TRIPLE MODULAR REDUNDANCY AND THE NUMBERS OF FAN-OUTS OF THE NET
1
作者 Cui Xiuhai Yang Haigang +1 位作者 Peng Yu Peng Xiyuan 《Journal of Electronics(China)》 2014年第4期284-289,共6页
Static Random Access Memory(SRAM) based Field Programmable Gate Array(FPGA) is widely applied in the field of aerospace, whose anti-SEU(Single Event Upset) capability becomes more and more important. To improve anti-F... Static Random Access Memory(SRAM) based Field Programmable Gate Array(FPGA) is widely applied in the field of aerospace, whose anti-SEU(Single Event Upset) capability becomes more and more important. To improve anti-FPGA SEU capability, the registers of the circuit netlist are tripled and divided into three categories in this study. By the packing algorithm, the registers of triple modular redundancy are loaded into different configurable logic block. At the same time, the packing algorithm considers the effect of large fan-out nets. The experimental results show that the algorithm successfully realize the packing of the register of Triple Modular Redundancy(TMR). Comparing with Timing Versatile PACKing(TVPACK), the algorithm in this study is able to obtain a 11% reduction of the number of the nets in critical path, and a 12% reduction of the time delay in critical path on average when TMR is not considered. Especially, some critical path delay of circuit can be improved about 33%. 展开更多
关键词 Field Programmable Gate Array (FPGA) Triple Modular Redundancy (TMR) Packing algorithm Fan-outs of the net Critical path delayCLC number:TN473
在线阅读 下载PDF
Zokor activity promotes soil water infiltration in the Mu Us sandy land of northern Shaanxi,China 被引量:1
2
作者 Miao GAN Xuchao ZHU +7 位作者 Xueqin YANG Xiaorong WEI Qingyin ZHANG Tongchuan LI Ming'an SHAO Meixia MI Xi YANG Mingyu CHEN 《Pedosphere》 SCIE CAS CSCD 2024年第1期136-145,共10页
Zokors are common subterranean rodents that inhabit agricultural fields, shrublands, and grasslands in the arid and semi-arid regions of China. Zokor burrowing activities can alter soil structure and affect soil hydro... Zokors are common subterranean rodents that inhabit agricultural fields, shrublands, and grasslands in the arid and semi-arid regions of China. Zokor burrowing activities can alter soil structure and affect soil hydrological processes;however, there are few studies regarding their effects on soil preferential flow in the Mu Us sandy land. An evaluation of the effects of zokor disturbance on their habitat and soil water is important for understanding the ecological role of zokors in the soil ecosystem of the Mu Us sandy land. A field dye-tracing experiment was conducted in the Gechougou watershed on the southeastern edge of the Mu Us sandy land to investigate the effect of zokor burrowing activity on soil preferential flow characteristics. Our results showed that the density of zokor tunnels was the highest(0.40–0.46 m m^(-2)) under 30%–50% vegetation coverage and that the tunnels were approximately 3 cm from the surface.Both stained area ratio and stained path number were higher at sites with zokors than without zokors. Stained path widths were 10–80 and > 80 mm at zokor-harboring sites exhibiting homogeneous flow and heterogeneous finger flow, respectively. In the absence of zokors, homogeneous flow and highly interacted macropore flow were predominant. Soil water content below the zokor tunnels was higher than that above the tunnels. Moderate disturbance of soil structure by zokor activity facilitated soil water infiltration. These results enabled a better understanding of the effect of soil fauna on soil structure and hydrological processes and provided recommendations for ecological construction and renovation in arid and semi-arid regions. 展开更多
关键词 eld dye-tracing experiment preferential flow soil fauna stained area ratio stained path number stained path width subterranean rodent surface tortoise crack
原文传递
Arc-length technique for nonlinear finite element analysis 被引量:10
3
作者 MEMONBashir-Ahmed 苏小卒 《Journal of Zhejiang University Science》 EI CSCD 2004年第5期618-628,共11页
Nonlinear solution of reinforced concrete structures, particularly complete load-deflection response, requires tracing of the equilibrium path and proper treatment of the limit and bifurcation points. In this regard, ... Nonlinear solution of reinforced concrete structures, particularly complete load-deflection response, requires tracing of the equilibrium path and proper treatment of the limit and bifurcation points. In this regard, ordinary solution techniques lead to instability near the limit points and also have problems in case of snap-through and snap-back. Thus they fail to predict the complete load-displacement response. The arc-length method serves the purpose well in principle, received wide acceptance in finite element analysis, and has been used extensively. However modifications to the basic idea are vital to meet the particular needs of the analysis. This paper reviews some of the recent developments of the method in the last two decades, with particular emphasis on nonlinear finite element analysis of reinforced concrete structures. 展开更多
关键词 Arc-length method Nonlinear analysis Finite element method Reinforced concrete Load-deflection path Document code: A CLC number: TU31 Arc-length technique for nonlinear finite element analysis* MEMON Bashir-Ahmed# SU Xiao-zu (苏小卒) (Department of Structural Engineering Tongji University Shanghai 200092 China) E-mail: bashirmemon@sohu.com xiaozub@online.sh.cn Received July 30 2003 revision accepted Sept. 11 2003 Abstract: Nonlinear solution of reinforced concrete structures particularly complete load-deflection response requires tracing of the equilibrium path and proper treatment of the limit and bifurcation points. In this regard ordinary solution techniques lead to instability near the limit points and also have problems in case of snap-through and snap-back. Thus they fail to predict the complete load-displacement response. The arc-length method serves the purpose well in principle received wide acceptance in finite element analysis and has been used extensively. However modifications to the basic idea are vital to meet the particular needs of the analysis. This paper reviews some of the recent developments of the method in the last two decades with particular emphasis on nonlinear finite element analysis of reinforced concrete structures. Key words: Arc-length method Nonlinear analysis Finite element method Reinforced concrete Load-deflection path
在线阅读 下载PDF
Identifying Influential Spreaders in Complex Networks by Considering the Impact of the Number of Shortest Paths 被引量:1
4
作者 LUAN Yangyang BAO Zhongkui ZHANG Haifeng 《Journal of Systems Science & Complexity》 SCIE EI CSCD 2021年第6期2168-2181,共14页
The study on how to identify influential spreaders in complex networks is becoming increasingly significant.Previous studies demonstrate that considering the shortest path length can improve the accuracy of identifica... The study on how to identify influential spreaders in complex networks is becoming increasingly significant.Previous studies demonstrate that considering the shortest path length can improve the accuracy of identification,but which ignore the influence of the number of shortest paths.In many cases,even though the shortest path length of two nodes is rather larger,their interaction influence is also significant if the number of shortest paths between them is considerable.Inspired by this fact,the authors propose an improved centrality index(ICC)based on well-known closeness centrality and a semi-local iterative algorithm(semi-IA)to study the impact of the number of shortest paths on the identification of the influential spreaders.By comparing with several traditional centrality indices,such as degree centrality,k-shell decomposition,betweenness centrality and eigenvector centrality,the experimental results on real networks indicate that the ICC index and semi-IA have a better performance,regardless of the identification capability or the resolution. 展开更多
关键词 Complex networks influential spreader number of shortest paths
原文传递
Nordhaus-Gaddum Results for the Sum of the Induced Path Number of a Graph and Its Complement
5
作者 Johannes H.HATTINGH Ossama A.SALEH +1 位作者 Lucas C.VAN DER MERWE Terry J.WALTERS 《Acta Mathematica Sinica,English Series》 SCIE CSCD 2012年第12期2365-2372,共8页
The induced path number p(G) of a graph G is defined as the minimum number of subsets into which the vertex set of G can be partitioned so that each subset induces a path. Broere et hi. proved that if G is a graph o... The induced path number p(G) of a graph G is defined as the minimum number of subsets into which the vertex set of G can be partitioned so that each subset induces a path. Broere et hi. proved that if G is a graph of order n, then 〈 p(G) + p(G) 〈3n/2] . In this paper,_we characterize [3n/2], improve the lower bound on p(G) + p(G) by one when the graphs G for which p(G) -4- p(G) = 3n n is the square of an odd integer, and determine a best possible upper bound for p(G) + p(G) when neither G nor G has isolated vertices. 展开更多
关键词 Nordhaus-Gaddum induced path number
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部