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化学束—气源外延生长HgCdTe
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作者 C.J.Summers B.K.Wagner +2 位作者 R.G.Benzll D.Rajavel 汪艺桦 《红外与毫米波学报》 SCIE EI CAS CSCD 北大核心 1992年第1期1-8,共8页
评论了Ⅱ-Ⅵ族半导体HgCdTe的化学束-气源外延生长系统的设计和研制,介绍了生长HgCdTe外延层和气体源掺碘CdTe外延层的最新结果,这些结果表明了用这种技术生长用于制备先进红外探测器的优质材料的可能性.
关键词 化学束-气源 外延生长 汞镉碲
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平面近场的微分抽样
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作者 L.E.Corey D.R.O'Neil 林南枝 《现代雷达》 CSCD 1989年第6期76-78,83,共4页
一、引言用测量平面近场数据并对测得数据进行数值变换算出远场方向图的方法来求远场方向图的技术已运用多年了。过去在运用这种方法时,测试数据点通常取在矩形抽样栅格上,但矩形抽样也并不总是测量平面近场最有效的方法。随天线电尺寸... 一、引言用测量平面近场数据并对测得数据进行数值变换算出远场方向图的方法来求远场方向图的技术已运用多年了。过去在运用这种方法时,测试数据点通常取在矩形抽样栅格上,但矩形抽样也并不总是测量平面近场最有效的方法。随天线电尺寸的增加,测量近场所需抽样点数也随之增加;因此,为减少近场数据的采集时间,就有必要研究其他抽样方法。 展开更多
关键词 天线 平面近场 微分抽样 方向图
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机载雷达中脉冲重复频率工作方式对天线旁瓣的要求
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作者 Guy V.Moorris 杨士毅 《现代雷达》 CSCD 1991年第2期116-123,共8页
引言由于中PRF(脉冲重复频率)具有能从高速运动平台上检测以慢速接近的目标的能力,因而它成了现代机载脉冲多普勒雷达的最有用的工作方式。中PRF工作方式的特点已列于表1中。本文将综述中PRF工作方式的基本原理,并提出能满足最佳系统性... 引言由于中PRF(脉冲重复频率)具有能从高速运动平台上检测以慢速接近的目标的能力,因而它成了现代机载脉冲多普勒雷达的最有用的工作方式。中PRF工作方式的特点已列于表1中。本文将综述中PRF工作方式的基本原理,并提出能满足最佳系统性能的快速综合天线旁瓣要求的一种近似方法。中PRF工作的定义无模糊速度V_u〔式(1)〕和无模糊作用距离范围R_u〔式(2)〕都是PRF的函数,因而不能独立地加以选择。 V_u=λPRF/2 (1) R_u=c/2PRF (2)上式中λ为发射波长,c为光速。可以证明。 展开更多
关键词 机载雷达 脉冲重复频率 天线旁瓣
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水基CNT墨水的制备及其在喷墨打印CNT气体传感器中的应用研究
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作者 LIN Zi-yin LE Tao-ran +1 位作者 SONG Xiao-juan 何文 《中国印刷与包装研究》 CAS 2014年第6期124-126,共3页
Water-based carbon nanotube(CNT)is highly desirable for inkjet printing devices due to its environmentally benign and low-cost features.To improve the dispersion of CNT in water,oxygen-containing functional groups are... Water-based carbon nanotube(CNT)is highly desirable for inkjet printing devices due to its environmentally benign and low-cost features.To improve the dispersion of CNT in water,oxygen-containing functional groups are introduced into the surface of CNT via an acid oxidation process.The CNT-based gas sensor is fabricated by inkjet printing,which shows a high sensitivity toward NO_2.The apphcation of inkjet-printed CNT in a printed RF antenna for wireless sensing is also discussed. 展开更多
关键词 Carbon NANOTUBE WIRELESS gas sensor INKJET printin
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GREEN BUILDING POLICY OPTIONS FOR THE PUBLIC SECTOR 被引量:2
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作者 Annie R.Pearce Jennifer R.DuBose Sheila J.Bosch 《Journal of Green Building》 2007年第1期156-174,共19页
Green building is receiving increased attention in the public sector in the United States.Over the past ten years,public sector organizations have gone from“testing the waters”with green building pilot projects to d... Green building is receiving increased attention in the public sector in the United States.Over the past ten years,public sector organizations have gone from“testing the waters”with green building pilot projects to developing wide-reaching policies that incorporate green building practices and standards as a formal part of capital project decision processes.A variety of approaches have been employed at the federal,state,and local levels that encourage or require green building practices on public sector projects.To date,however,there has been no systematic evaluation of the pros and cons of these policy options to provide a basis for organizations considering how best to construct a program to meet the needs of its specific context.This paper identifies,compares,and contrasts options that have been incorporated as part of green building programs for states and other public sector organization seeking to motivate green building practices in their capital projects and facilities.Three categories of options are considered:Policy,Program,and Evaluation options.The paper evaluates alternatives within each of these categories according to their potential social,environmental,and economic impacts as well as their likelihood of implementation success within the context of public agencies.The findings of this paper contribute a palette of options for policymakers to consider when drafting policies for their organizations,along with program options to be considered by those who must implement the policies.This work contributes a foundation for future research to further understand the relative effectiveness and impacts of policy elements on green building practice within public sector organizations. 展开更多
关键词 Green building POLICY capital project public sector
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Experimental and analytical investigation on friction resistance force between buried coated pressurized steel pipes and soil
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作者 Shaurav ALAM Tanvir MANZUR +4 位作者 John MATTHEWS Chris BARTLETT Erez ALLOUCHE Brent KEIL John KRAFT 《Frontiers of Structural and Civil Engineering》 SCIE EI CSCD 2024年第4期615-629,共15页
This paper presents an analytical approach for estimating frictional resistance to pipe movement at soil and external pipe surface of buried coated pressurized steel pipes relative to the internal thrust force.The pro... This paper presents an analytical approach for estimating frictional resistance to pipe movement at soil and external pipe surface of buried coated pressurized steel pipes relative to the internal thrust force.The proposed analytical method was developed based on 36 experiments,which involved three coating types(cement mortar(CM),polyurethane type-I(PT-I),prefabricated plastic tape(PPT))on pipes’surfaces,three different soils(pea-gravel(PG),sand(S),silty-clay(SC)),and four simulated over burden depths above the pipe’s crown.Investigation showed frictional resistance decreased with increasing over burden depth above the pipe’s crown.The degree of frictional resistance at the pipe-soil interface was found to be in the order of PG>SC>S for all coating variations and overburden depths.CM coated pipe buried in all three types of soil produced significantly higher frictional resistance as compared to other coating types.Based on experimental data,the developed analytical introduced a dimensionless factor“Z”,which included effects of types of coatings,soil,and overburden depths for simplified rapid calculation.Analysis showed that the method provided a better prediction of frictional resistance forces,in comparison to previous analytical methods,which were barely close in predicting friction resistance for different coating variations,soil types,and overburden depths.Friction resistance force values reported herein could be considered conservative. 展开更多
关键词 friction resistance force thrust force coated pressurized steel pipe soil type overburden depth
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