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土壤源热泵垂直U型地埋管施工关键技术研究 被引量:3
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作者 徐森森 刘寅 秦志刚 《建筑热能通风空调》 2019年第2期92-95,91,共5页
通过对垂直U型地埋管换热器施工关键技术的跟踪与研究,着重探讨了施工中存在的问题,提出合理的解决措施与优化方案。分析了三种常用回填方式,为实际应用中回填方式的选择提供参考。提出了一种易于区分双U型支管通路的方法,提高了施工效... 通过对垂直U型地埋管换热器施工关键技术的跟踪与研究,着重探讨了施工中存在的问题,提出合理的解决措施与优化方案。分析了三种常用回填方式,为实际应用中回填方式的选择提供参考。提出了一种易于区分双U型支管通路的方法,提高了施工效率。设计了一种新型管卡,改善了回填堵塞问题。最大横截面尺寸相同条件下,验证了方形端头在下管速度方面优于圆形端头。 展开更多
关键词 土壤源热泵 垂直U型地埋管 施工关键技术 回填方式 管件优化
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气力输灰系统仓泵压力传输故障原因及改进
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作者 王营营 任甲涛 +2 位作者 赵玉国 李尚刚 王鹏 《莱钢科技》 2013年第1期18-19,共2页
分析仓泵压力传输过程中的故障,提出了相应的控制及改造措施,减轻了仓泵压力积灰故障,延长了仓泵的检修周期。
关键词 仓泵 压力传输 管件优化
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Optimization Design and Fabrication of Si/SiGe PMOSFETs
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作者 杨沛锋 李竞春 +10 位作者 于奇 陈勇 谢孟贤 杨谟华 何林 李开成 谭开洲 刘道广 张静 易强 凡则锐 《Journal of Semiconductors》 EI CAS CSCD 北大核心 2001年第11期1434-1438,共5页
Through the theoretical analysis and computer simulation,the optimized design principles for Si/SiGe PMOSFETs are given,including the choice of gate materials,the determination of Ge percentage and the profile in SiGe... Through the theoretical analysis and computer simulation,the optimized design principles for Si/SiGe PMOSFETs are given,including the choice of gate materials,the determination of Ge percentage and the profile in SiGe channel,the thickness optimization of dioxide and silicon cap layer,and the adjustment of threshold voltage.In light of them,a SiGe PMOSFET is designed and fabricated successfully.The measurements indicate that the transconductance is 45mS/mm (300K) and 92mS/mm (77K) for SiGe PMOSFET's (L=2μm),while it is 33mS/mm (300K) and 39mS/mm (77K) for Si PMOSFET. 展开更多
关键词 SIGE MOSFET OPTIMIZATION
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On Reliability-optimized Controller Placement for Software-Defined Networks 被引量:25
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作者 HU Yannan WANG Wendong GONG Xiangyang QUE Xirong CHENG Shiduan 《China Communications》 SCIE CSCD 2014年第2期38-54,共17页
By decoupling control plane and data plane,Software-Defined Networking(SDN) approach simplifies network management and speeds up network innovations.These benefits have led not only to prototypes,but also real SDN dep... By decoupling control plane and data plane,Software-Defined Networking(SDN) approach simplifies network management and speeds up network innovations.These benefits have led not only to prototypes,but also real SDN deployments.For wide-area SDN deployments,multiple controllers are often required,and the placement of these controllers becomes a particularly important task in the SDN context.This paper studies the problem of placing controllers in SDNs,so as to maximize the reliability of SDN control networks.We present a novel metric,called expected percentage of control path loss,to characterize the reliability of SDN control networks.We formulate the reliability-aware control placement problem,prove its NP-hardness,and examine several placement algorithms that can solve this problem.Through extensive simulations using real topologies,we show how the number of controllers and their placement influence the reliability of SDN control networks.Besides,we also found that,through strategic controller placement,the reliability of SDN control networks can be significantly improved without introducing unacceptable switch-to-controller latencies. 展开更多
关键词 Software-Defined Networking controller placement RELIABILITY networkoptimization
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Optimization design of prestressed concrete wind-turbine tower 被引量:7
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作者 MA HongWang MENG Ran 《Science China(Technological Sciences)》 SCIE EI CAS 2014年第2期414-422,共9页
Wind energy is a clean and renewable energy for which technology has developed rapidly in recent years.Wind turbines are commonly supported on tubular steel towers.As the turbine size is growing and the towers are ris... Wind energy is a clean and renewable energy for which technology has developed rapidly in recent years.Wind turbines are commonly supported on tubular steel towers.As the turbine size is growing and the towers are rising in height,steel towers are required to be sufficiently strong and stiff,consequently leading to high construction costs.To tackle this problem,a new type of prestressed concrete tower was designed employing a novel tower concept having a regular octagon cross section with interior ribs on each side,which was optimized by comparing the natural frequency and stress difference under the same lateral load in different directions of the tower.The designed tower features a tapered profile that reduces the area subjected to wind;the tapered profile reduces the total weight,applied moment and the capital cost.An optimization method was developed employing ABAQUS software and a genetic algorithm.A target function was defined on the basis of the minimum cost of the concrete and prestressed tendon used,and constraints were applied by accounting for the stress,displacements and natural frequency of the tower.Employing the method,a 100 m prestressed concrete tower system for a 5 MW turbine was optimized and designed under wind and earthquake loads.The paper also reports a systematic design procedure incorporating the finite element method and the optimization method for the prestressed concrete wind-turbine towers. 展开更多
关键词 prestressed concrete wind-turbine tower OPTIMIZATION finite element method genetic algorithm
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