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Can environmental sustainability be decoupled from economic growth? Empirical evidence from Eastern Europe using the common correlated effect mean group test 被引量:1
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作者 Kwaku ADDAI Berna SERENER Dervis KIRIKKALELI 《Regional Sustainability》 2023年第1期68-80,共13页
The European Union(EU) and Organisation for Economic Co-operation and Development(OECD) aim to develop long-term policies for their respective member countries. Having observed increasing dangers to the environment po... The European Union(EU) and Organisation for Economic Co-operation and Development(OECD) aim to develop long-term policies for their respective member countries. Having observed increasing dangers to the environment posed by rising economic growth, they are seeking pathways to enable policy action on economic growth and environmental sustainability. Given the facts in theoretical and empirical studies, this study assessed the validity of the decoupling hypothesis by investigating asymmetricity in the relationship between environmental sustainability and economic growth in nine Eastern European countries from 1998 to 2017 using the cross-section augmented Dickey-Fuller(CADF) unit root, panel corrected standard error(PCSE), common correlated effect mean group(CCEMG), and Dumitrescu Hurlin causality approaches. Both population growth and drinking water are used as controlled variables. The outcomes establish strong cointegration among all the variables of interest. According to the results of CCEMG test, economic growth exerts short-term environmental degradation but has long-term environmental benefits in Eastern Europe;and population growth and drinking water exert a positive effect on environmental sustainability in both the short-and long-run. The results of Dumitrescu Hurlin causality test indicate that environmental sustainability is unidirectionally affected by economic growth. Based on these outcomes, we suggest the following policies:(1) the EU and OECD should implement member-targeted policies on economic growth and fossil-fuel use towards regulating industrial pollution, water use, and population control;and(2) the EU and OECD member countries should invest in environmental technologies through green research and development(R&D) to transform their dirty industrial processes and ensure productive energy use. 展开更多
关键词 Economic growth Environment sustainability Decoupling Carbon emissions Eastern Europe Common correlated effect mean group(CCEMG)test Econometrics Population growth
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Optimality of Group Testing with Differential Misclassification
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作者 LI Yiming ZHANG Hong LIU Aiyi 《应用概率统计》 CSCD 北大核心 2024年第4期644-662,共19页
Group testing is a method that can be used to estimate the prevalence of rare infectious diseases,which can effectively save time and reduce costs compared to the method of random sampling.However,previous literature ... Group testing is a method that can be used to estimate the prevalence of rare infectious diseases,which can effectively save time and reduce costs compared to the method of random sampling.However,previous literature only demonstrated the optimality of group testing strategy while estimating prevalence under some strong assumptions.This article weakens the assumption of misclassification rate in the previous literature,considers the misclassification rate of the infected samples as a differentiable function of the pool size,and explores some optimal properties of group testing for estimating prevalence in the presence of differential misclassification conforming to this assumption.This article theoretically demonstrates that the group testing strategy performs better than the sample by sample procedure in estimating disease prevalence when the total number of sample pools is given or the size of the test population is determined.Numerical simulation experiments were conducted to evaluate the performance of group tests in estimating prevalence in the presence of dilution effect. 展开更多
关键词 group testing sensitivity SPECIFICITY dilution effect differential misclassification PREVALENCE
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A Study on Unified Testing Method for IEC 61850 Based Server with Focus on Setting Group Function
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作者 Namdae Kim Alidu Abubakari Byungtae Jang 《Smart Grid and Renewable Energy》 2018年第10期186-198,共13页
The digital substation system consists of an Intelligent Electronic Device (IED) which requires information for the supervision, protection, and control, as well as a client operating system for substation operation. ... The digital substation system consists of an Intelligent Electronic Device (IED) which requires information for the supervision, protection, and control, as well as a client operating system for substation operation. IEC 61850 communication standard has been defined for information exchange between heterogeneous digital devices in such substations. Currently, the Korea Electric Power Corporation (KEPCO) digital substation system uses unbuffered reporting and Generic Object Oriented Substation Events (GOOSE) communication functions for monitoring, protection and control automation. However, it is expected that the Setting Group function will be needed to operate adaptive intelligent substation system. The Setting Group function is advantageous in that it is possible to change the setting of the IED in one unified way through the client operating system, rather than changing the correction value of an IED through different manufacturer-based engineering tools. In order to utilize the Setting Group function of the IED in real substation scenario, it is necessary to test both the communication function with the host operating device and the electric functional test to ensure that correction value is properly changed. In this paper, we introduce the IEC 61850 Setting Group function, and propose a method that can integrate communication function and electrical function test of an IED conforming to the setting group functionality. We also tested the Setting Group function of the actual IED device through the proposed integrated functional test method and analyzed the results. We were able to simplify the process of testing both the electrical and communication signals in digital substations. 展开更多
关键词 IEC 61850 Substation Automation IED FUNCTION test SETTING group Conformance testING Electrical testING UNIFIED testING UCAIUG
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Shake table test of soil-pile groups-bridge structure interaction in liquefiable ground 被引量:16
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作者 Tang Liang Ling Xianzhang +2 位作者 Xu Pengju Gao Xia Wang Dongsheng 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2010年第1期39-50,共12页
This paper describes a shake table test study on the seismic response of low-cap pile groups and a bridge structure in liquefiable ground. The soil profile, contained in a large-scale laminar shear box, consisted of a... This paper describes a shake table test study on the seismic response of low-cap pile groups and a bridge structure in liquefiable ground. The soil profile, contained in a large-scale laminar shear box, consisted of a horizontally saturated sand layer overlaid with a silty clay layer, with the simulated low-cap pile groups embedded. The container was excited in three E1 Centro earthquake events of different levels. Test results indicate that excessive pore pressure (EPP) during slight shaking only slightly accumulated, and the accumulation mainly occurred during strong shaking. The EPP was gradually enhanced as the amplitude and duration of the input acceleration increased. The acceleration response of the sand was remarkably influenced by soil liquefaction. As soil liquefaction occurred, the peak sand displacement gradually lagged behind the input acceleration; meanwhile, the sand displacement exhibited an increasing effect on the bending moment of the pile, and acceleration responses of the pile and the sand layer gradually changed from decreasing to increasing in the vertical direction from the bottom to the top. A jump variation of the bending moment on the pile was observed near the soil interface in all three input earthquake events. It is thought that the shake table tests could provide the groundwork for further seismic performance studies of low-cap pile groups used in bridges located on liquefiable groun. 展开更多
关键词 liquefiable ground seismic soil-pile-structure interaction pile groups of bridge shake table test
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Comparative Analysis of Group Sequential Designs Tests for Randomized Controlled Clinical Trials: A Model Study on Two-Sided Tests for Comparing Two Treatments
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作者 Mehmet Ali Sungur Emine Arzu Kanik 《Open Journal of Statistics》 2012年第1期60-72,共13页
Clinical trials are usually long term studies and it seems impossible to reach all required subjects at the same time. Performing interim analyses and monitoring results may provide early termination of trial after ob... Clinical trials are usually long term studies and it seems impossible to reach all required subjects at the same time. Performing interim analyses and monitoring results may provide early termination of trial after obtaining significant results. The aim of this study is comparing group sequential tests in respect to advantage of sample size reduction and early termination. In this study, 4 test types used in group sequential designs were compared with fixed sample size design test and each other. Comparisons were done according to two-sided tests for comparing two treatments. In this sense, 1080 models were performed. In models, 2 different Type I errors, 2 different powers, 5 different analysis groups, 6 different effect sizes and 9 different variances selections were considered. All test types increased the maximum sample size in different manner, compared with fixed sample size design. Each test had different critical values to reject H0 hypothesis, at the same type I error rate and number of analyses conditions. Selection of test type used in group sequential designs depends on a few characteristics, as reducing sample size, early termination and detecting minimal effect size. Test performance is highly related with selected Type I error rate, power and number of analyses. In addition to these statistical characteristics, researchers should decide test type with respect to other trial conditions as the issue of trial, reaching subjects easy or not and importance of early termination. 展开更多
关键词 group SEQUENTIAL DESIGNS group SEQUENTIAL test Types Interim Analysis Monitoring
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On the Power Performance of Test Statistics for the Generalized Rayleigh Interval Grouped Data
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作者 Hatim Solayman Migdadi 《Open Journal of Statistics》 2015年第5期474-482,共9页
In this paper, the weighted Kolmogrov-Smirnov, Cramer von-Miss and the Anderson Darling test statistics are considered as goodness of fit tests for the generalized Rayleigh interval grouped data. An extensive simulati... In this paper, the weighted Kolmogrov-Smirnov, Cramer von-Miss and the Anderson Darling test statistics are considered as goodness of fit tests for the generalized Rayleigh interval grouped data. An extensive simulation process is conducted to evaluate their controlling of type 1 error and their power functions. Generally, the weighted Kolmogrov-Smirnov test statistics show a relatively better performance than both, the Cramer von-Miss and the Anderson Darling test statistics. For large sample values, the Anderson Darling test statistics cannot control type 1 error but for relatively small sample values it indicates a better performance than the Cramer von-Miss test statistics. Best selection of the test statistics and highlights for future studies are also explored. 展开更多
关键词 GENERALIZED RAYLEIGH Distribution INTERVAL grouped Data GOODNESS of FIT tests Empirical Type 1 ERROR Power Function
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考虑群桩作用的抽水型地面沉降试验研究
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作者 苏智聪 张云 +2 位作者 李勇 苗晨阳 戴文杰 《高校地质学报》 北大核心 2026年第1期109-118,共10页
随着城市地下空间的利用率不断提高,地下大型构筑物成为区域地面沉降发展不可忽视的影响因素。为了揭示群桩基础对抽水型地面沉降的影响机理,文章开展了物理模型试验,分析了桩间距和桩的平面布置方式对土层孔压和沉降的影响。试验结果表... 随着城市地下空间的利用率不断提高,地下大型构筑物成为区域地面沉降发展不可忽视的影响因素。为了揭示群桩基础对抽水型地面沉降的影响机理,文章开展了物理模型试验,分析了桩间距和桩的平面布置方式对土层孔压和沉降的影响。试验结果表明,桩间距和桩布置方式影响群桩阻挡渗流和阻碍土体沉降的效果,从而影响地面沉降发展。较小的桩间距和梅花形布置方式具有较大的面积置换率和较长的渗流路径,对水流和土体沉降的阻挡效果显著。因桩群的阻挡作用,抽水时位于群桩和抽水井之间区域的地下水难以得到及时补充,孔压下降明显,沉降梯度也较大。 展开更多
关键词 地下构筑物 模型试验 地面沉降 抽水 群桩作用
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古贤水利枢纽坝址区剪切带现场直剪试验数据分组处理研究
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作者 尹剑辉 王天琦 《土工基础》 2026年第1期140-143,共4页
岩石直剪切试验是直接确定岩石强度指标的重要方法之一,在工程应用中通常将特性相似的试件归并为一组,按照Mohr-Columnb强度准则,采用最小二乘法进行线性拟合,确定岩石的强度指标。采用何种标准进行试件分组直接影响着岩体强度指标的确... 岩石直剪切试验是直接确定岩石强度指标的重要方法之一,在工程应用中通常将特性相似的试件归并为一组,按照Mohr-Columnb强度准则,采用最小二乘法进行线性拟合,确定岩石的强度指标。采用何种标准进行试件分组直接影响着岩体强度指标的确定,对工程安全和经济投资具有重要影响。以古贤水利枢纽坝址区剪切带现场直剪试验为背景,分别按照就近原则、剪切破坏模式以及位移拐点等标准进行试件分组拟合,求解岩石强度指标。结果表明,对于成分复杂、破坏机理复杂厚度不大的剪切带,按照破坏模式和位移拐点法分组求解的强度指标更符合实际情况。 展开更多
关键词 剪切带 现场原位直剪试验 试件分组
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湖北大冶抽水蓄能电站地应力场反演与抗水力劈裂分析
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作者 张小虎 董志宏 +3 位作者 韩晓玉 吴和平 周春华 胡世杰 《水利水电快报》 2026年第2期32-38,共7页
为研究深埋复杂多岩层地质条件下的地下工程地应力场,以湖北大冶抽水蓄能电站为例,分析其地应力场分布与隧洞围岩抗水力劈裂能力。通过水压致裂法与应变解除法开展现场地应力综合测试,获取主应力值、方位角等关键参数;结合综合测试结果... 为研究深埋复杂多岩层地质条件下的地下工程地应力场,以湖北大冶抽水蓄能电站为例,分析其地应力场分布与隧洞围岩抗水力劈裂能力。通过水压致裂法与应变解除法开展现场地应力综合测试,获取主应力值、方位角等关键参数;结合综合测试结果与地质条件反演获得空间地应力场,系统分析输水线路轴线应力分布规律;并基于反演成果对地下洞室群轴线的布设进行了评价,同时重点分析输水线路轴线部位的抗水力劈裂性能。结果表明:地下洞室群区域最大主应力为10.4~11.3 MPa,最大水平主应力为7.7~8.1 MPa,属于中—低等应力水平,在岩层分界部位应力分异较为明显;最大水平主应力方向与地下洞室群轴线方向呈中小角度相交,对围岩稳定有利;引水隧洞各区段的抗水力劈裂安全系数均超1.1,满足抗水力劈裂要求,可以采用普通钢筋混凝土衬砌方案。 展开更多
关键词 空间应力场 地应力综合测试 大型地下洞室群 水力劈裂 大冶抽水蓄能电站
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锐齿槲栎群落乔灌草层优势种的种间关联研究
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作者 张莹 蔡京勇 +1 位作者 汪洋 佘远国 《林业调查规划》 2026年第1期130-139,共10页
基于样地调查数据,采用方差比率(VR)、χ^(2)检验、Spearman秩相关检验方法,研究堵河源国家级自然保护区锐齿槲栎群落乔木层、灌木层和草本层共67个优势种群、721个种对间的种间关联,应用主成分分析(PCA)划分各层次植物的生态种组。方... 基于样地调查数据,采用方差比率(VR)、χ^(2)检验、Spearman秩相关检验方法,研究堵河源国家级自然保护区锐齿槲栎群落乔木层、灌木层和草本层共67个优势种群、721个种对间的种间关联,应用主成分分析(PCA)划分各层次植物的生态种组。方差分析表明,群落各层优势物种间整体呈显著正关联(P<0.05),具有较高稳定性;χ^(2)检验表明,乔木层、灌木层和草本层种对正负关联比为1.71、1.16和1.44,各层呈不显著关联种对数均在90%以上,乔灌草层种对间关联松散,物种呈独立分布;Spearman秩相关检验显示,乔木层、灌木层和草本层种对正负关联比为1.24、1.19和1.31,各层正相关种对数均多于负相关种对数,呈不显著相关种对数均在80%以上,种对间独立性较高,乔木层优势树种锐齿槲栎幼苗数量多,幼树极少,幼苗阶段的种间竞争是锐齿槲栎更新的主要限制因素;根据PCA排序,将乔木层、灌木层和草本层均划分为4个生态种组。锐齿槲栎群落整体稳定性较强,乔木层稳定性最高;多数种对呈不显著相关,物种独立分布,稳定共存;锐齿槲栎自然更新困难,应结合锐齿槲栎的喜光特性适当开辟林窗促进其更新。 展开更多
关键词 种间关联 生态种组 锐齿槲栎群落 方差比率(VR) χ2检验 Spearman秩相关检验
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应用FIT、肠镜筛查大肠肿瘤高危人群癌前病变及早癌的可行性
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作者 张燕萍 樊启华 刘泳 《中外医学研究》 2026年第5期118-121,125,共5页
目的:探讨大肠肿瘤高危人群应用FIT(免疫法粪便潜血试验)、肠镜筛查癌前病变及早癌的可行性。方法:选取2024年6月—2025年3月在全县区域的8156例40~74岁常住居民进行筛查,通过问卷调查、免疫化学法粪便潜血试验初筛评估出结直肠癌高危人... 目的:探讨大肠肿瘤高危人群应用FIT(免疫法粪便潜血试验)、肠镜筛查癌前病变及早癌的可行性。方法:选取2024年6月—2025年3月在全县区域的8156例40~74岁常住居民进行筛查,通过问卷调查、免疫化学法粪便潜血试验初筛评估出结直肠癌高危人群,高危患者行结肠镜筛查和病理组织学确诊,根据结肠镜和病理检查对结果进行分析,以病理检查结果为金标准,采用Kappa一致性分析比较FIT、肠镜在癌前病变及早癌筛查应用价值。结果:8156例研究人群中,其中性别男性(60.36%)占比较高、年龄在51~60岁(38.19%)占比较高、受教育程度为初中及以下(53.73%)占比较高、46.95%人群存在吸烟史,57.53%人群存在饮酒史、6.41%存在既往息肉检出史,4.76%存在既往慢性结肠炎史。全县区域内共筛查8156人次,其中FIT阳性449例(5.51%),行胃肠镜检查374例。374例行胃肠镜检查患者中,经组织病理确诊阳性人数有45例,其中结肠进展期癌31例,结肠早癌12例,胃进展期癌1例,胃早癌1例;阴性人数329例。以组织病理学检查为金标准,胃肠镜检查诊断阳性患者有239例,其中真阳性患者有41例,假阳性198例,假阴性4例;胃肠镜检查灵敏度为91.11%,特异度为39.82%,准确率为45.99%,阳性预测值为17.15%,阴性预测值为97.04%,Kappa值为0.108。结论:FIT、内镜联合检查能够更好地改善大肠肿瘤高危人群的早期筛查的敏感性和特异度,提高癌前病变及早癌临床筛查能力。 展开更多
关键词 大肠肿瘤 高危人群 免疫法粪便潜血试验 肠镜 筛查 癌前病变 早癌
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The pilot test of Pt-Pd and Pt-Rh feeds extracted and separated with a new sulfoxide extractant 被引量:4
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作者 ZHU Ping GU Guobang +2 位作者 QU Zhiping HUANG Yanfei YAO Wenxue 《Rare Metals》 SCIE EI CAS CSCD 2006年第2期99-105,共7页
Platinum, palladium and rhodium of the raw feeds extracted and separated with a new sulfoxide extractant (MSO) were studied in the paper. The pilot test results showed that the percentage extractions are more than 9... Platinum, palladium and rhodium of the raw feeds extracted and separated with a new sulfoxide extractant (MSO) were studied in the paper. The pilot test results showed that the percentage extractions are more than 99% for platinum and palladium in Pt-Pd feed, and the percentage strippings are 100% and 99.2% with HCl and ammonia, respectively. The ratio of palladium to platinum is 0.0016 in stripping platinum solution, and the ratio of platinum to palladium is 0.0020 in stripping palladium solution. The percentage extraction of platinum is 99% in Pt-Rh feed, and the percentage stripping is 100%. The ratio of rhodium to platinum is 0.0002 in stripping platinum solution. Therefore, platinum, palladium, and rhodium feeds are separated effectively with MSO. 展开更多
关键词 solvent extraction pilot test SULFOXIDE platinum group metals
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滑坡作用下抗滑桩及桥梁桩基变形机制模型试验研究
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作者 宁峙名 吴红刚 +3 位作者 刘旭 李凯 徐汶瀚 庞军 《铁道标准设计》 北大核心 2026年第1期101-109,142,共10页
为研究滑坡作用下桥梁桩基的承载机理及受力模式,分析有无抗滑桩加固时各结构物的变形机制,以兰新高铁二十里铺特大桥25号桥墩滑坡典型断面为背景,开展大型室内模型试验,对比分析有无抗滑桩支护时桥梁桩基的桩顶位移、桩周土压力及弯矩... 为研究滑坡作用下桥梁桩基的承载机理及受力模式,分析有无抗滑桩加固时各结构物的变形机制,以兰新高铁二十里铺特大桥25号桥墩滑坡典型断面为背景,开展大型室内模型试验,对比分析有无抗滑桩支护时桥梁桩基的桩顶位移、桩周土压力及弯矩分布规律。研究结果表明:(1)有抗滑桩支护时桥梁桩基桩顶位移大大减小,抗滑桩对桥梁桩基有明显的加固作用;(2)无桩组桥梁桩基山侧土压力沿桩深呈“R”形分布,河侧土压力沿桩深呈“D”形分布,桥基承受荷载能力有限,土压力分布形式发生改变,桩体中上部桩周土压力较大,在设计时应重点考虑优化;(3)有桩组桥梁桩基山侧及河侧土压力桩深均呈“S”形分布,抗滑桩承担绝大部分的滑坡推力,经抗滑桩传递至桥梁桩基的剩余滑坡推力大大降低,桥梁桩基有足够的能力抵抗滑坡作用,使其山侧和河侧的土体变形表现出协调一致性,桥梁桩基得到很好的保护;(4)各级滑坡推力作用下,有、无桩组桩身弯矩分布特征基本一致,沿深度方向均呈“S”形分布,弯矩最大值均位于滑带处。相同荷载有桩侧弯矩差值较无桩侧得到很大改善,桥基受力分布更加均匀,抗滑桩桩身最大弯矩值是有桩侧桥梁桩基最大弯矩值的13.5倍,抗滑桩支护效果显著。 展开更多
关键词 铁路桥梁 边坡工程 群桩基础 抗滑桩 变形机制 模型试验
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Bootstrap Confidence Intervals for Proportions of Unequal Sized Groups Adjusted for Overdispersion 被引量:1
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作者 Olivia Wanjeri Mwangi Ali Islam Orawo Luke 《Open Journal of Statistics》 2015年第6期502-510,共9页
Group testing is a method of pooling a number of units together and performing a single test on the resulting group. It is an appealing option when few individual units are thought to be infected leading to reduced co... Group testing is a method of pooling a number of units together and performing a single test on the resulting group. It is an appealing option when few individual units are thought to be infected leading to reduced costs of testing as compared to individually testing the units. Group testing aims to identify the positive groups in all the groups tested or to estimate the proportion of positives (p) in a population. Interval estimation methods of the proportions in group testing for unequal group sizes adjusted for overdispersion have been examined. Lately improvement in statistical methods allows the construction of highly accurate confidence intervals (CIs). The aim here is to apply group testing for estimation and generate highly accurate Bootstrap confidence intervals (CIs) for the proportion of defective or positive units in particular. This study provided a comparison of several proven methods of constructing CIs for a binomial proportion after adjusting for overdispersion in group testing with groups of unequal sizes. Bootstrap resampling was applied on data simulated from binomial distribution, and confidence intervals with high coverage probabilities were produced. This data was assumed to be overdispersed and independent between groups but correlated within these groups. Interval estimation methods based on the Wald, the Logit and Complementary log-log (CLL) functions were considered. The criterion used in the comparisons is mainly the coverage probabilities attained by nominal 95% CIs, though interval width is also regarded. Bootstrapping produced CIs with high coverage probabilities for each of the three interval methods. 展开更多
关键词 group testing Overdispersion QUASI-LIKELIHOOD CONFIDENCE Interval BOOTSTRAPPING COVERAGE Probability
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SARS-CoV-2 Pooled Testing Methodology for PCR Testing Applied in Private Laboratory in Armenia
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作者 Inessa Nazaryan Narek Pepanyan +3 位作者 Arshag Keshishyan Susanna Petrosyan Naira Margaryan Shahane Mnatsakanyan 《Advances in Infectious Diseases》 CAS 2024年第1期67-73,共7页
Since the beginning of COVID-19 pandemics many countries were facing challenges with testing capacity recourse limitations. Throughout the waves of the pandemic countries were trying to address the existing constrains... Since the beginning of COVID-19 pandemics many countries were facing challenges with testing capacity recourse limitations. Throughout the waves of the pandemic countries were trying to address the existing constrains exploring solutions to increase the testing capacity with more cost-effective approaches. Pooled methodology was one of the methods which many have validated and used. It is evident that in case of pooled sample testing the sensitivity becomes lower, however the variation highly depends on the pool size as well as the incidence rate at the certain point. Armenia as well as many other countries has adopted regulations for mandatory COVID-19 PCR testing for all the travelers. Current study aimed to explore the efficiency of COVID-19 pooled PCR testing for nasopharyngeal swabs of individuals with no symptoms in a time period with good epidemiological state of the infection. Nasopharingeal swab samples from individuals were collected. The manual extraction of RNAs of samples was performed after pooling up to 5 samples. The pools with Cycle Threshold (CT) of < 37 were considered positive and were retested individually. In total 28,015 samples were grouped in 667 pools of which 57 were positive. The total number of positive samples was 65. The median difference (CT-pool–CT samples) was 2.4 (ranging from–3.0 to 8.9). The correlation of CT of pools and positive samples was positive. The correlation coefficient r = 0.84, P < 0.000, 95% CI range 0.7423 to 0.9243). The total economic saving when using pools compared to the individual testing was 72%. The minor difference between CT values of pools and samples can be explained by the dilution effect in the pool. However, the positive correlation between the values as well as the amount of cost saving demonstrate that pooling on nasopharyngeal samples for COVID-19 PCR testing can be a good method for efficient screening with significant resource saving. One of the most important advantages of the proposed method is the fact that samples are pooled prior extraction, which avoids the possibilities with misinterpretation of IC due to low yield of RNA in the extraction process. 展开更多
关键词 COVID-19 SCREENING grouped testing
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类孟买Bm^(h)血型分子鉴定与输血策略的临床研究
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作者 崔蕊 薛金丹 +5 位作者 王星怡 刘佳艺 周载鑫 谢惠益 唐古生 顾海慧 《检验医学与临床》 2026年第1期120-126,共7页
目的探讨1例罕见类孟买血型病例及其家系基因诊断方法、遗传规律及输血策略,并通过文献复习为罕见血型患者的输血治疗提供参考。方法对1例类孟买Bm^(h)血型先证者及其家属进行血型血清学鉴定和基因分析,包括检测ABO血型、RhD血型、Lewi... 目的探讨1例罕见类孟买血型病例及其家系基因诊断方法、遗传规律及输血策略,并通过文献复习为罕见血型患者的输血治疗提供参考。方法对1例类孟买Bm^(h)血型先证者及其家属进行血型血清学鉴定和基因分析,包括检测ABO血型、RhD血型、Lewis血型、红细胞表面ABH抗原及血清中抗A、抗B、抗H,以及聚合酶链反应扩增和测序分析FUT1、FUT2基因编码区序列。选取2000-2025年发表的文献,以“类孟买血型、FUT1基因、FUT2基因”作为关键词,在中国知网和PubMed数据库进行文献检索。结果先证者及其家系血型结果:先证者血型为Bm^(h)血型、H抗原阴性,FUT1基因h880_882位TT 2个碱基缺失导致纯合突变形成FUT1*01N.13(c.880_882delTT)、FUT2等位基因以FUT2*01和FUT2*09基因存在,以c.357C>T与c.716 G>A变异;先证者兄长血型为B型,FUT1基因在880-882位点反向链发生突变,FUT2基因测序结果与先证者一致;先证者儿子血型为O型,FUT1和FUT2基因测序结果与先证者兄长一致。文献检索结果:共检索文献1132篇,排除1052篇,最终保留80篇。结合血型和文献,从疾病发生、发展角度总结类孟买血型基因突变、诊断及治疗现状。结论先证者的FUT1基因突变导致H抗原缺失,FUT2基因存在c.357位置上的C>T的同义突变,c.716位置上存在G>A错义突变(杂合子);先证者兄长和儿子的FUT1基因均为杂合突变,而FUT2基因测序结果与先证者一致。类孟买血型的发现及鉴定需要综合应用血清学检测、分子生物学技术及基因分析,应结合患者血液管理制订最佳输血方案、选择最适合的血液成分,保障罕见血型患者的医疗和输血安全。通过临床输血研究进展可为稀有血型患者提供更为安全的治疗措施。 展开更多
关键词 类孟买血型 FUT1基因 FUT2基因 血清学检测 基因检测 患者血液管理
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Identification and Characterization of Peptide Mimics of Blood Group A Antigen 被引量:3
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作者 汤兆明 王琳 +4 位作者 胡丽华 李一荣 崔天盆 熊娟 窦丽芳 《Journal of Huazhong University of Science and Technology(Medical Sciences)》 SCIE CAS 2008年第2期222-226,共5页
In order to investigate peptide mimics of carbohydrate blood group A antigen, a phage display 12-mer peptide library was screened with a monoclonal antibody against blood group A antigen, NaM87-1F6. The antibody-bindi... In order to investigate peptide mimics of carbohydrate blood group A antigen, a phage display 12-mer peptide library was screened with a monoclonal antibody against blood group A antigen, NaM87-1F6. The antibody-binding properties of the selected phage peptides were evaluated by phage ELISA and phage capture assay. The peptides were co-expressed as glutathione S-transferase (GST) fusion proteins. RBC agglutination inhibition assay was performed to assess the natural blood group A antigen-mimicking ability of the fusion proteins. The results showed that seven phage clones selected bound to NaM87-1F6 specifically, among which, 6 clones bore the same peptide sequence, EYWYCGMNRTGC and another harbored a different one QIWYERTLPFTF. The two peptides were successfully expressed at the N terminal of GST protein. Both of the fusion proteins inhibited the RBC agglutination mediated by anti-A serum in a concentration-dependent manner. These results suggested that the fusion proteins based on the selected peptides could mimic the blood group A antigen and might be used as anti-A antibody-adsorbing materials when immunoabsorption was applied in ABO incompatible transplantation. 展开更多
关键词 amino acid sequence blood group A antigen hemagglutination test molecular mimicry peptide library
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Aquifer Test求群孔抽水试验水文地质参数
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作者 李红伟 《中国高新科技》 2024年第5期56-57,129,共3页
在水文地质条件复杂的地区,往往采用大型的群孔抽水试验充分揭露含水层特征,获取水文地质参数。用Aquifer Test软件求解水文地质参数,则方便实用、简捷高效,可快速输出拟合图形和求参结果。Aquifer Test提供了丰富的求参方案,求参必须... 在水文地质条件复杂的地区,往往采用大型的群孔抽水试验充分揭露含水层特征,获取水文地质参数。用Aquifer Test软件求解水文地质参数,则方便实用、简捷高效,可快速输出拟合图形和求参结果。Aquifer Test提供了丰富的求参方案,求参必须结合当地当时的水文地质条件实际情况考虑,选择适合的方案和时空数据求取水文地质参数。 展开更多
关键词 群孔抽水试验 水文地质参数 Aquifer test
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波流组合作用的大间距群桩基础冲刷试验研究 被引量:6
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作者 杨则英 孙芮 +5 位作者 毕传龙 薛洪野 段蓉蓉 王成赫 曲植霖 高庆水 《土木工程学报》 北大核心 2025年第5期65-78,共14页
为研究波流作用下大桩间距群桩基础的冲刷发展过程和冲刷特性,以青岛近海某群桩基础为原型,开展恒定流和波流工况下多种桩间距的群桩模型水槽试验,得到桩周孔压响应和冲深发展的一般规律。基于三维扫描仪绘制了冲刷坑地形云图,揭示不同... 为研究波流作用下大桩间距群桩基础的冲刷发展过程和冲刷特性,以青岛近海某群桩基础为原型,开展恒定流和波流工况下多种桩间距的群桩模型水槽试验,得到桩周孔压响应和冲深发展的一般规律。基于三维扫描仪绘制了冲刷坑地形云图,揭示不同桩间距(G/D)和弗劳德数(Fr)对冲刷坑形态的影响;并利用Flow3D软件模拟群桩波流冲刷发展过程。最后,建立考虑波流条件、泥沙特性及群桩布置形式等因素的最大冲刷深度预测公式,并利用数值模拟的计算结果进行验证。研究表明:波流作用下群桩周围孔压响应具有显著时空差异;波流最大冲刷深度明显大于恒定流,且随着G/D的增大而减小;G/D较大时各桩周围表现为独立冲刷坑;群桩下游形成两条沙脊,且当G/D越小、Fr越大时沙脊越明显;预测公式在试验数据集和模拟验证集上表现良好,R~2分别为0.996和0.994,准确性和可靠性较好。 展开更多
关键词 桥梁工程 波流冲刷 模型试验 群桩基础 冲刷坑形态
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液化场地大直径变截面单桩群桩动力响应差异
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作者 冯忠居 周世昊 +2 位作者 张聪 宋健 林立华 《地下空间与工程学报》 北大核心 2025年第1期198-206,共9页
为研究地震作用下大直径变截面群桩基础在与单桩基础抗液化性能方面的差异,依托第二东通道工程,采用振动台模型试验开展大直径变截面单桩、群桩基础动力响应差异性研究,分析了饱和砂土层中大直径变截面单、群桩在地震荷载下,孔压比、桩... 为研究地震作用下大直径变截面群桩基础在与单桩基础抗液化性能方面的差异,依托第二东通道工程,采用振动台模型试验开展大直径变截面单桩、群桩基础动力响应差异性研究,分析了饱和砂土层中大直径变截面单、群桩在地震荷载下,孔压比、桩身加速度、桩顶水平位移和桩身弯矩差异。结果表明:地震荷载为0.30 g,大直径变截面单桩与群桩工况下,基础均发生液化现象,大直径变截面群桩基础完全液化时刻比单桩基础延缓1.58~1.64 s;大直径变截面群桩桩身最大加速度较单桩减小,且出现时刻较单桩更为滞后;大直径变截面群桩桩顶最大水平位移较单桩减小0.68 mm,出现时刻滞后1.44 s;大直径变截面群桩基础最大弯矩值较单桩基础减小11.99%,大直径变截面群桩基础最大弯矩出现时刻较单桩基础滞后1.88 s;大直径变截面群桩基础的抗液化特性明显高于单桩基础,动力响应更为滞后,在地震区桩基础设计中,可考虑用大直径变截面群桩基础形式增加其抗液化特性。 展开更多
关键词 大直径变截面 地震荷载 振动台试验 群桩基础 液化
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