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Study on the Traffic Energy System Model in Urumqi Based on Scenario Analysis Methods
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作者 Xiaowei Sun Yulei Xie +1 位作者 Zhenghui Fu Hongkuan Zang 《Energy and Power Engineering》 2013年第4期241-246,共6页
In this study, a traffic energy system model is developed to optimize the traffic system cost of Urumqi, considering energy consumption, pollution emission and travel time. Meanwhile, scenario analysis method is propo... In this study, a traffic energy system model is developed to optimize the traffic system cost of Urumqi, considering energy consumption, pollution emission and travel time. Meanwhile, scenario analysis method is proposed to solve the problem of the extreme weather of traffic, and three scenarios (i.e. 10%, 20% and 30%) of reductions of traffic flow quantity and pollutant emission are examined. The results demonstrate that the medium-type coach will be the promising selection under different scenarios especially in the extreme conditions and the traffic flow reduction scenarios are not the better option for the decision owing to the same cost under the different reduction levels. Moreover, encouraging the medium-type coach traveling and restricting the small vehicle driving would be attractive alternatives for the extreme situation. The proposed model would provide reasonable references for decision makers. 展开更多
关键词 TRAFFIC ENERGY System urumqi SCENARIO analysis POLLUTANT EMISSION TRAFFIC Flow Quantity
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Long-term deformation analysis of Shuibuya concrete face rockfill dam based on response surface method and improved genetic algorithm 被引量:12
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作者 Fu-hai Yao Shao-heng Guan +4 位作者 He Yang Yuan Chen Huan-feng Qiu Gang Ma Qi-wen Liu 《Water Science and Engineering》 EI CAS CSCD 2019年第3期196-204,共9页
Due to the size effects of rockfill materials, the settlement difference between numerical simulation and in situ monitoring of rockfill dams is a topic of general concern.The constitutive model parameters obtained fr... Due to the size effects of rockfill materials, the settlement difference between numerical simulation and in situ monitoring of rockfill dams is a topic of general concern.The constitutive model parameters obtained from laboratory triaxial tests often underestimate the deformation of high rockfill dams.Therefore, constitutive model parameters obtained by back analysis were used to calculate and predict the long-term deformation of rockfill dams.Instead of using artificial neural networks (ANNs), the response surface method (RSM) was employed to replace the finite element simulation used in the optimization iteration.Only 27 training samples were required for RSM, improving computational efficiency compared with ANN, which required 300 training samples.RSM can be used to describe the relationship between the constitutive model parameters and dam settlements.The inversion results of the Shuibuya concrete face rockfill dam (CFRD) show that the calculated settlements agree with the measured data, indicating the accuracy and efficiency of RSM. 展开更多
关键词 SHUIBUYA ROCKFILL DAM Parameter BACK analysis Response surface method Duncan EB model time-dependent deformation
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Prediction of land subsidence caused by groundwater exploitation in Hanoi, Vietnam, using multifactorial correlation analysis 被引量:7
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作者 Thinh Hong Phi Ludmila Aleksandrovna Strokova 《Research in Cold and Arid Regions》 CSCD 2013年第5期644-653,共10页
Multifactorial correlation analysis is a new method used to predict the land subsidence caused by groundwater exploitation This article introduces and applies the method to establish the function of the surface settle... Multifactorial correlation analysis is a new method used to predict the land subsidence caused by groundwater exploitation This article introduces and applies the method to establish the function of the surface settlement rate (Vs) and the function of the time-dependent surface settlement (St) caused by groundwater exploitation, based on data acquired at three land subsidence monitoring stations in the Hanoi area of Vietnam. Comparison with actual monitoring data indicates that the prediction results are relatively close to the monitoring data. From this, we conclude that multifactorial correlation analysis is a reliable method and can be used to predict future land subsidence caused by groundwater exploitation in Hanoi. 展开更多
关键词 land subsidence groundwater exploitation multifactorial correlation analysis surface settlement rate time-dependent settlement
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Kriging-based reliability analysis of the long-term stability of a deep driftconstructed in the Callovo-Oxfordian claystone 被引量:1
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作者 Ngoc-Tuyen Tran Duc-Phi Do +2 位作者 Dashnor Hoxha Minh-Ngoc Vu Gilles Armand 《Journal of Rock Mechanics and Geotechnical Engineering》 SCIE CSCD 2021年第5期1033-1046,共14页
Callovo-Oxfordian(COx)claystone has been considered as a potential host rock for geological radioactive waste disposal in France(Cigéo project).During the exploitation phase(100 years),the stability of drifts(e.g... Callovo-Oxfordian(COx)claystone has been considered as a potential host rock for geological radioactive waste disposal in France(Cigéo project).During the exploitation phase(100 years),the stability of drifts(e.g.galleries/alveoli)within the disposal is assured by the liner,which includes two layers:concrete arch segment and compressible material.The latter exhibits a significant deformation capacity(about 50%)under low stress(<3 MPa).Although the response of these underground structures can be governed by complex thermo-hydro-mechanical coupling,the creep behavior of COx claystone has been considered as the main factor controlling the increase of stress state in the concrete liner and hence the long-term stability of drifts.Therefore,by focusing only on the purely mechanical behavior,this study aims at investigating the uncertainty effect of the COx claystone time-dependent properties on the stability of an alveolus of Cigéo during the exploitation period.To describe the creep behavior of COx claystone,we use Lemaitre’s viscoplastic model with three parameters whose uncertainties are identified from laboratory creep tests.For the reliability analysis,an extension of a well-known Kriging metamodeling technique is proposed to assess the exceedance probability of acceptable stress in the concrete liner of the alveolus.The open-source code Code_Aster is chosen for the direct numerical evaluations of the performance function.The Kriging-based reliability analysis elucidates the effect of the uncertainty of COx claystone on the long-term stability of the concrete liner.Moreover,the role of the compressible material layer between the concrete liner and the host rock is also highlighted. 展开更多
关键词 Reliability analysis Kriging metamodeling time-dependent behavior Compressible material Callovo-Oxfordian(COx)claystone Long-term stability
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Comparison of Cox proportional hazards model,Cox proportional hazards with time-varying coefficients model,and lognormal accelerated failure time model:Application in time to event analysis of melioidosis patients 被引量:1
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作者 Kamaruddin Mardhiah Nadiah Wan-Arfah +2 位作者 Nyi Nyi Naing Muhammad Radzi Abu Hassan Huan-Keat Chan 《Asian Pacific Journal of Tropical Medicine》 SCIE CAS 2022年第3期128-134,共7页
Objective:To compare the prognostic factors of mortality among melioidosis patients between lognormal accelerated failure time(AFT),Cox proportional hazards(PH),and Cox PH with time-varying coefficient(TVC)models.Meth... Objective:To compare the prognostic factors of mortality among melioidosis patients between lognormal accelerated failure time(AFT),Cox proportional hazards(PH),and Cox PH with time-varying coefficient(TVC)models.Methods:A retrospective study was conducted from 2014 to 2019 among 453 patients who were admitted to Hospital Sultanah Bahiyah,Kedah and Hospital Tuanku Fauziah,Perlis in Northern Malaysia due to confirmed-cultured melioidosis.The prognostic factors of mortality from melioidosis were obtained from AFT survival analysis,and Cox’s models and the findings were compared by using the goodness of fit methods.The analyses were done by using Stata SE version 14.0.Results:A total of 242 patients(53.4%)survived.In this study,the median survival time of melioidosis patients was 30.0 days(95%CI 0.0-60.9).Six significant prognostic factors were identified in the Cox PH model and Cox PH-TVC model.In AFT survival analysis,a total of seven significant prognostic factors were identified.The results were found to be only a slight difference between the identified prognostic factors among the models.AFT survival showed better results compared to Cox's models,with the lowest Akaike information criteria and best fitted Cox-snell residuals.Conclusions:AFT survival analysis provides more reliable results and can be used as an alternative statistical analysis for determining the prognostic factors of mortality in melioidosis patients in certain situations. 展开更多
关键词 Cox proportional hazards time-dependent TIME-VARYING Accelerated failure time survival analysis LOGNORMAL Parametric model TIME-TO-EVENT MELIOIDOSIS Mortality
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Expansion of Linear Analysis of Rayleigh-Taylor Interface Instability of Metal Materials 被引量:2
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作者 Xinbo Bai Tao Wang +1 位作者 Yuxuan Zhu Guoqiang Luo 《World Journal of Mechanics》 2018年第4期94-106,共13页
The linear analysis of the Rayleigh-Taylor instability in metal material is extended from the perfect plastic constitutive model to the Johnson-Cook and Steinberg-Guinan constitutive model, and from the constant loadi... The linear analysis of the Rayleigh-Taylor instability in metal material is extended from the perfect plastic constitutive model to the Johnson-Cook and Steinberg-Guinan constitutive model, and from the constant loading to a time-dependent loading. The analysis is applied to two Rayleigh-Taylor instability experiments in aluminum and vanadium with peak pressures of 20 GPa and 90 GPa, and strain rates of 6 × 106 s&minus;1 and 3 × 107 s&minus;1 respectively. When the time-dependent loading and the Steinberg-Guinan constitutive model are used in the linear analysis, the analytic results are in close agreement with experiments quantitatively, which indicates that the method in this paper is applicable to the Rayleigh-Taylor instability in aluminum and vanadium metal materials under high pressure and high strain rate. From these linear analyses, we find that the constitutive models and the loading process are of crucial importance in the linear analysis of the Rayleigh-Taylor instability in metal material, and a better understanding of the Rayleigh-Taylor instability in metals is gained. These results will serve as important references for evolving high-pressure, high-strain-rate experiments and numerical simulations. 展开更多
关键词 Linear analysis RAYLEIGH-TAYLOR INSTABILITY time-dependent LOADING CONSTITUTIVE Model
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Numerical analysis of electromagnetic force field through the use of two examples
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作者 BAI Yunfeng 《Baosteel Technical Research》 CAS 2013年第3期50-56,共7页
In modern processing of conducting materials, such as steel,the time-varying electromagnetic field plays a key role in obtaining the desired microstructure or eliminating solidification defects such as porosity and se... In modern processing of conducting materials, such as steel,the time-varying electromagnetic field plays a key role in obtaining the desired microstructure or eliminating solidification defects such as porosity and segregation in cast billets. Up to now,few studies on the induced electromagnetic force (also called the Lorentz force) field in liquid metal have been reported. Compared with the magnetic field, the induced force field is the real and only direct cause for flow control. The electromagnetic force is comprised of two components. One is time-independent and the other is time- dependent. The time-dependent component varies with time in both amplitude and direction. When it reaches the extreme value,it can be one dozen times larger than the time-independent component. In this paper, a new method to quantitatively describe the induced electromagnetic force in liquid metal under a harmonic electromagnetic field,including both its time- independent and dependent components, was proposed based on the formula derivation from the data of amplitude and phase angle. Through this method ,the features of the time-dependent component were discussed, including the directions of rotation and the long axis. As a result, the force pattern was described. With two example calculations, the method was explained in detail. The results of both examples show that the force field in liquid metal can be divided into several regions with different force features. Example 1 shows the effect of coil position on the evolution of the force field pattern in liquid metal. Example 2 is a kind of stirring by the travelling magnetic field ,whose results present the sub-structures in metal and show that most of them have almost the same rotating direction. 展开更多
关键词 electromagnetic force field numerical analysis time-dependent component quantitative description sub-structure in force field
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疫情管控期乌鲁木齐大气污染时空变化及其影响因素
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作者 谢斯琪 陈学刚 +1 位作者 范家喻 李娜 《地球环境学报》 CSCD 2024年第3期433-446,共14页
新冠肺炎疫情管控期间为探究空气质量变化机制提供了良好的控制环境。基于监测站点数据,运用数理统计和空间分析法探讨污染物时空变化特征及相关性,利用聚类分析、潜在源贡献、浓度权重轨迹分析乌鲁木齐市三次管控期首要污染物(PM_(2.5)... 新冠肺炎疫情管控期间为探究空气质量变化机制提供了良好的控制环境。基于监测站点数据,运用数理统计和空间分析法探讨污染物时空变化特征及相关性,利用聚类分析、潜在源贡献、浓度权重轨迹分析乌鲁木齐市三次管控期首要污染物(PM_(2.5))的潜在来源。结果表明:(1)整体来看,三次管控期PM_(2.5)、PM_(10)、CO、NO_(2)、SO_(2)浓度平均分别下降15.02μg·m^(-3)、36.83μg·m^(-3)、0.26 mg·m^(-3)、19.83μg·m^(-3)、1.18μg·m^(-3),O_(3)浓度平均上升9.15μg·m^(-3)。日内变化上,PM_(2.5)、PM_(10)、CO、NO_(2)浓度呈现“W”型,SO_(2)、O_(3)呈现“几”字型,各污染物浓度季节差异明显。高值区集中在新市区、天山区、水磨沟区、沙依巴克区及头屯河区的东南部,低值区集中在城郊。(2)温度对PM_(2.5)、O_(3)影响较为显著,相对湿度对CO、NO_(2)影响较为显著;整体上,夏季气象因子与污染物之间相关性较差。(3)乌鲁木齐管控期主要气团沿天山山脉的走向流动,受到西风的长距离气流和盆地内部的短距离气流双重影响。乌鲁木齐市空气质量变化受多种气象条件及气团相互运动影响,研究结果可为今后城市大气污染控制提供参考。 展开更多
关键词 大气污染 空间插值 潜在源分析 新冠肺炎 乌鲁木齐
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基于概率地震需求模型的兰新高铁桥梁近断层地震易损性分析
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作者 康林 崔佳伟 +1 位作者 严武建 车爱兰 《地震工程学报》 CSCD 北大核心 2024年第3期644-654,共11页
位于断裂带附近的兰新高铁硫磺沟大桥长期受到近断层地震作用的威胁。为分析该桥梁的地震易损性,利用OpenSees软件建立含三维土层结构的桥梁非线性有限元模型,采用增量动力分析法和概率地震需求模型,以该桥梁的4个典型连续桥墩为研究对... 位于断裂带附近的兰新高铁硫磺沟大桥长期受到近断层地震作用的威胁。为分析该桥梁的地震易损性,利用OpenSees软件建立含三维土层结构的桥梁非线性有限元模型,采用增量动力分析法和概率地震需求模型,以该桥梁的4个典型连续桥墩为研究对象,考虑桥梁材料的不确定性,运用拉丁超立方抽样方法得到大量模型-地震动样本,进行非线性动力响应分析,并通过一阶界限法得出桥梁系统易损性曲线的上下界限。研究结果表明:桥梁系统抗震性能良好,在该地区的极罕遇地震动下完全破坏概率低于30%;单个桥墩的抗震性能优秀,在极罕遇地震动下完全破坏概率仅为6.92%;地震动荷载达到0.35 g时桥墩处于弹性阶段与塑性阶段的临界点;相对较高的桥墩(3^(#)、4^(#)桥墩)比相对较低的桥墩(1^(#)、2^(#)桥墩)刚度更大,变形和耗能能力更强。文章评估了近断层地震作用下兰新高铁硫磺沟大桥的抗震性能,可为震前的风险预防与震后的救灾减灾决策提供重要依据。 展开更多
关键词 兰新高铁桥梁 概率地震需求模型 近断层地震 参数不确定 增量动力分析 地震易损性
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乌鲁木齐市草地面积时空变化特征及驱动力
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作者 李莹 刘文昊 +7 位作者 靳瑰丽 魏秀红 宫珂 马建 刘智彪 王生菊 李嘉欣 王瑾瑜 《草业科学》 CAS CSCD 北大核心 2024年第3期561-573,共13页
乌鲁木齐市是新疆维吾尔自治区的首府,具有丰富的草地资源。探寻其草地面积增减的规律和特点,摸清影响其发生变化的驱动因子,掌握不同草地类型面积动态变化,对该地区草地的合理开发利用及保护具有重要意义。本研究通过单一土地利用动态... 乌鲁木齐市是新疆维吾尔自治区的首府,具有丰富的草地资源。探寻其草地面积增减的规律和特点,摸清影响其发生变化的驱动因子,掌握不同草地类型面积动态变化,对该地区草地的合理开发利用及保护具有重要意义。本研究通过单一土地利用动态度和转移矩阵对1990-2020年乌鲁木齐市草地面积时空变化特征进行研究,采用相关性分析法探讨草地面积变化的驱动因素。结果表明,30年间乌鲁木齐市:1)草地面积整体呈减少趋势,动态度为-0.31%,草地净减少595.47 km^(2),主要转出为未利用地;2)不同类型草地面积均发生变化,除了温性草原化荒漠类、温性荒漠草原类和温性荒漠类草地面积呈减少趋势,其他类型均呈增加趋势,面积变化最大的是温性荒漠类草地,净减少787.07 km^(2),主要发生在中北部,变化最小的是高寒草原草地,净增加0.36 km^(2),主要发生在南部;3)总播种面积与大多数草地类型面积的关联度最大,关联度系数在0.995~0.998。可见,1990-2020年人为因素是导致乌鲁木齐市草地面积减少的主要原因。 展开更多
关键词 乌鲁木齐市 草地面积 草地类型 时空变化 驱动力 转移矩阵 灰色关联分析
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基于FLUS乌鲁木齐城镇-农业-生态空间特征分析及发展对策
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作者 向勤 菊春燕 韩林林 《环境生态学》 2024年第7期45-53,共9页
做好城镇-农业-生态3类空间规划,是未来城市规划以及可持续发展的重要保障,为此做好空间特征分析对城市建设具有重要的指导意义。本研究结合2005、2008、2012、2016和2018年5期遥感影像数据提取土地利用数据,运用GIS技术研究乌鲁木齐市... 做好城镇-农业-生态3类空间规划,是未来城市规划以及可持续发展的重要保障,为此做好空间特征分析对城市建设具有重要的指导意义。本研究结合2005、2008、2012、2016和2018年5期遥感影像数据提取土地利用数据,运用GIS技术研究乌鲁木齐市3类空间变化的规律,通过数据发现2005—2018年乌鲁木齐农业空间和生态空间面积减少,城镇空间面积增加;结合自然因子、社会经济因子和可达性因子,运用GeoSOS-FLUS模型,设定城镇空间发展、农业空间发展和生态空间发展情景进行分析,结果发现3类空间面积变化较为显著,同时城镇空间的发展与生态空间面积存在一定负向关系,因此在未来城镇建设时,要重视农业-生态空间保护工作,坚守城镇开发边界控制线,协调好发展与环境的关系。 展开更多
关键词 城镇-农业-生态空间 驱动因子 GeoSOS-FLUS 情景分析 乌鲁木齐市
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2016~2021年乌鲁木齐市城市生态环境质量状况评价及分析
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作者 张文蕾 张燕 张丽英 《伊犁师范大学学报(自然科学版)》 2024年第1期55-61,共7页
基于城市生态环境质量评价体系,计算分析了乌鲁木齐市2016~2021年(“十三五”初到“十四五”初)城市生态环境质量指数(CEI),并结合灰色关联分析法测算CEI与3个指数、16项分指标之间的关联程度,结果表明:2016~2021年乌鲁木齐市CEI在64.23... 基于城市生态环境质量评价体系,计算分析了乌鲁木齐市2016~2021年(“十三五”初到“十四五”初)城市生态环境质量指数(CEI),并结合灰色关联分析法测算CEI与3个指数、16项分指标之间的关联程度,结果表明:2016~2021年乌鲁木齐市CEI在64.23~68.47之间,级别均属于一般;这六年来CEI虽缓慢但持续稳步增长,且2021年相较于2016年增长4.24,表明这六年以来乌鲁木齐市城市生态环境质量明显变好,这是“十四五”生态环境保护工作的良好开端;通过灰色关联性分析,证实了CEI与3个指数、16项分指标之间有较强的关联性,3个指数中的环境质量指数、16项指标中的空气质量达标率是衡量这六年来乌鲁木齐市生态环境质量变好的关键原因. 展开更多
关键词 乌鲁木齐市 CEI 灰色关联分析
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Establishing time-dependent model of deformation modulus caused by bedrock excavation rebound by inverse analysis method 被引量:3
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作者 WU ZhongRu1,2,GU YanChang1,3,GU ChongShi1,2,GUO HaiQing1 & SU HuaiZhi1,2 1 Hohai University,Nanjing 210098,China 2 National Engineering Research Center of Water Resources Efficient Utilization and Engineering Safety,Nanjing 210098,China 3 Nanjing Hydraulic Research Institute,Nanjing 210029,China 《Science China(Technological Sciences)》 SCIE EI CAS 2008年第S2期1-7,共7页
Rock rebound relaxation deformation,or even rock burst,caused by the excavation of dam base and abutment or high rock slope affects their stability and results in the fall of mechanical properties of the rock.So an in... Rock rebound relaxation deformation,or even rock burst,caused by the excavation of dam base and abutment or high rock slope affects their stability and results in the fall of mechanical properties of the rock.So an inverse analysis method was proposed in this paper to establish the time-dependent model of deformation modulus caused by excavation rebound.The basic principle is based on the combination of observed data of the excavation rebound deformation of dam abutment or rock slope,and the calculated rebound deformation by FEM under ground stress at the corresponding time in the excavation process.The norm of the residuals of observed data and calculated data are taken as the objective function.Accordingly,the time-dependent model of bedrock deformation modulus can be established.The method displays its significance in the design of excavation,construction and operation management of dam base and high slope. 展开更多
关键词 DAM base REBOUND deformation MODULUS inverse analysis method time-dependent model Xiaowan HYDROPOWER Station
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Multi-decadal variations in glacier flow velocity and the influencing factors of Urumqi Glacier No.1 in Tianshan Mountains, Northwest China 被引量:2
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作者 WANG Puyu LI Zhongqin +3 位作者 XU Chunhai XING Wucheng ZHOU Ping ZHANG Hui 《Journal of Arid Land》 SCIE CSCD 2017年第6期900-910,共11页
Urumqi Glacier No. 1 is a representative glacier in the inland areas of Central Asia and is the only Chinese reference glacier in the World Glacier Monitoring Service. In this study, we explored multi-decadal variatio... Urumqi Glacier No. 1 is a representative glacier in the inland areas of Central Asia and is the only Chinese reference glacier in the World Glacier Monitoring Service. In this study, we explored multi-decadal variations in the flow velocity of the glacier and the influencing factors based on continuous field observations and path coefficient analysis. Results show that the glacier flow velocity decreased from 5.5 m/a in 1980/1981 to 3.3 m/a in 2010/2011. The annual variation in the direction of glacier flow velocity in the western branch and eastern branch was less than 1°–3°, and the change of glacier flow velocity in the western branch was more dramatic than that in the eastern branch. Glacier flow velocity was influenced by glacier morphology(including glacier area, glacier length, and ice thickness), glacier mass balance and local climate conditions(air temperature and precipitation), the glacier morphology being the leading factor. The long-term flow velocity data set of Urumqi Glacier No. 1 contributes to a better understanding of glacier dynamics within the context of climatic warming. 展开更多
关键词 glacier flow velocity glacier change path coefficient analysis urumqi Glacier No.1 Chinese Tianshan Mountains
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Safety lifetime analysis method for multi-mode time-dependent structural system
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作者 Yingshi HU Zhenzhou LU +2 位作者 Ning WEI Xia JIANG Changcong ZHOU 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2022年第11期294-308,共15页
It is important to determine the safety lifetime of Multi-mode Time-Dependent Structural System(MTDSS). However, there is still a lack of corresponding analysis methods.Therefore, this paper establishes MTDSS safety l... It is important to determine the safety lifetime of Multi-mode Time-Dependent Structural System(MTDSS). However, there is still a lack of corresponding analysis methods.Therefore, this paper establishes MTDSS safety lifetime model firstly, and then proposes a Kriging surrogate model based method to estimate safety lifetime. The first step of proposed method is to construct the Kriging model of MTDSS performance function by using extremum learning function. By identifying possible extremum mode of MTDSS, the performance function of MTDSS can be equivalently transformed into the one of Single-mode Time-Dependent Structure(STDS).The second step is to use the Advanced First Failure Instant Learning Function(AFFILF) to train the Kriging model constructed in the first step, so that the convergent Kriging model can identify the possible First Failure Instant(FFI) of STDS. Then safety lifetime can be searched quickly by dichotomy search. By using AFFILF, the minimum instant that the state is not accurately identified by the current Kriging model is selected as the training point, which avoids the unnecessary calculation which may be introduced into the existing First Failure Instant Learning Function(FFILF).In addition, the Candidate Sample Pool(CSP) reduction strategy is also adopted. By adaptively deleting the random candidate sample points whose FFI have been accurately identified by the current Kriging model, the training efficiency is further improved. Three cases show that the proposed method is accurate and efficient. 展开更多
关键词 KRIGING Learning function LIFETIME System reliability time-dependent reliability analysis
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D^0-~0 mixing sensitivity estimation at Belle II in wrong-sign decays D^0→K^+π^-π~0 via time-dependent amplitude analysis
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作者 李龙科 陈冶蕲 +1 位作者 鄢文标 张子平 《Chinese Physics C》 SCIE CAS CSCD 2017年第2期1-8,共8页
The sensitivity of the D^0-D^-0 mixing parameters x and y is estimated in the wrong-sign decay D^0→K^+π^-π^0 by time-dependent amplitude analysis. The resolution of the D^0 lifetime is essential in time-dependent ... The sensitivity of the D^0-D^-0 mixing parameters x and y is estimated in the wrong-sign decay D^0→K^+π^-π^0 by time-dependent amplitude analysis. The resolution of the D^0 lifetime is essential in time-dependent Dalitz analyses. The Belle II detector, which aims to collect a total integrated luminosity of 50 ab^-1 of data, has σ = 140 fs in Monte Carlo studies, a factor of two improvement over that of Belle and Ba Bar, so the produced Dalitz signal Monte Carlo samples are smeared with this resolution. Then a time-dependent Dalitz plot fitting is performed on these smeared samples, and the sensitivity of D^0-D^-0 mixing parameters are σx = 0.057% and σy = 0.049%. These are about an order of magnitude improvement on current experimental results, without considering background effects. 展开更多
关键词 D^0-D^-0 mixing sensitivity estimation time-dependent amplitude analysis wrong-sign decay Belle II
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基于流固耦合的大风区接触网正馈线舞动机制分析 被引量:2
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作者 赵珊鹏 张海喜 +3 位作者 张友鹏 王思华 朱子恒 张宸瑞 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2023年第10期130-140,共11页
为进一步明确挡风墙尾流影响下接触网正馈线的舞动机制,以兰新高铁接触网正馈线为研究对象,基于空气动力学理论,建立了接触网正馈线风致振动响应的分析模型。采用流固耦合方法对不同固有频率比和自由度的二维接触网正馈线模型进行了时... 为进一步明确挡风墙尾流影响下接触网正馈线的舞动机制,以兰新高铁接触网正馈线为研究对象,基于空气动力学理论,建立了接触网正馈线风致振动响应的分析模型。采用流固耦合方法对不同固有频率比和自由度的二维接触网正馈线模型进行了时程分析。研究结果表明:频率比和自由度对接触网正馈线的舞动幅值存在较大的影响。频率比越小,接触网正馈线的振幅受风速影响越大,接触网正馈线发生舞动时的风速范围更广。垂直单自由度系统中接触网正馈线的舞动幅值大于垂直-水平两自由度系统中接触网正馈线的舞动幅值,表明接触网正馈线的水平振动对垂直振动存在一定限制作用。当接触网正馈线在挡风墙尾流影响下发生振动时,正馈线的风攻角不断发生变化。迎风角较大时,正馈线垂直方向气动力幅值增大,更易引起正馈线垂直方向的大幅舞动,并将接触网正馈线的舞动模式归属为无覆冰条件下的Den Hartog舞动。研究结果进一步明确了大风区段无覆冰条件下接触网正馈线的舞动机制,为接触网正馈线舞动的防治提供一定的理论支撑。 展开更多
关键词 兰新高铁 正馈线 流固耦合 舞动幅值 数值分析
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大风区接触网正馈线新型绝缘防舞装置有效性研究 被引量:1
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作者 赵珊鹏 马爱彪 +3 位作者 张友鹏 王思华 张海喜 葛威 《湖南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2023年第10期20-30,共11页
为抑制大风环境下兰新高铁接触网正馈线强烈舞动及线间放电现象,基于接触网结构和正馈线舞动特点提出一种新型绝缘防舞装置,其绝缘保护套可提高线间绝缘裕度,扰流段可改变导线整体气动特性.通过仿真分析了不同风速下安装防舞装置前后正... 为抑制大风环境下兰新高铁接触网正馈线强烈舞动及线间放电现象,基于接触网结构和正馈线舞动特点提出一种新型绝缘防舞装置,其绝缘保护套可提高线间绝缘裕度,扰流段可改变导线整体气动特性.通过仿真分析了不同风速下安装防舞装置前后正馈线气动特性和舞动响应,研究不同覆盖率、扰流段高度和绝缘保护套厚度参数影响下装置的防舞效果,最后分析了新型绝缘防舞装置的电场特性.结果表明:安装新型绝缘防舞装置可以抑制导线舞动且防舞装置覆盖率越高,防舞效果越显著.安装四段防舞装置后导线垂向和横向舞动幅值最高分别下降57.76%和54.68%.装置的扰流段高度为75%绝缘保护套外径且护套厚度为3mm时防舞效果更明显.装置安装后正馈线表面最高场强下降52.96%,距正馈线4 mm圆周平均场强下降36.71%.研究成果可为兰新高铁大风区段接触网正馈线及其他架空输电导线舞动提供合理有效的防舞方案. 展开更多
关键词 兰新高铁 接触网 风效应 新型绝缘防舞装置 有效性研究 数值分析
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基于SWOT分析的乌鲁木齐县乡村民宿发展对策研究 被引量:2
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作者 汪双洪 闫志明 +1 位作者 邹权武 何佩恩 《安徽农学通报》 2023年第2期155-159,共5页
乡村民宿以其设计的个性化和居住的温馨感等特征得到快速发展,历年中央一号文件多次提到,要加快构建现代产业体系,依托乡村特色资源,开发休闲农业,支持农民直接经营或参与经营乡村民宿,走精品旅游道路。根据《2019中国大陆民宿业发展数... 乡村民宿以其设计的个性化和居住的温馨感等特征得到快速发展,历年中央一号文件多次提到,要加快构建现代产业体系,依托乡村特色资源,开发休闲农业,支持农民直接经营或参与经营乡村民宿,走精品旅游道路。根据《2019中国大陆民宿业发展数据报告》显示,我国内地民宿行业在短短30年内发展迅增,由寥寥数家发展到6万多家。目前,新疆处在“丝绸之路经济带”核心区,经济的快速发展为旅游业发展打下坚实基础,乌鲁木齐县作为首府城郊,旅游资源丰富,是乡村旅游重点扶持对象。近年来依托县域内得天独厚的旅游资源发展民宿产业,取得了一定的成就,同时,在发展过程中也面临着一些瓶颈,例如同质化现象严重、产业结构单一、生态环境破坏等。基于此,该研究运用SWOT分析法进行剖析,并提出相关建议,以期推动乌鲁木齐县乡村民宿及旅游产业高质高量发展,助力乡村振兴。 展开更多
关键词 乡村民宿 SWOT分析法 乌鲁木齐县
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天山乌鲁木齐河源1号冰川表层雪微生物多样性分析
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作者 张丽娟 杜瀚 +4 位作者 贠丰泽 马应辉 张新强 阿瓦古丽·图尔荪 马正海 《干旱区研究》 CSCD 北大核心 2023年第4期670-680,共11页
为探究天山乌鲁木齐河源1号冰川(简称“乌源1号冰川”)积雪微生物群落特征及其与气候环境的关系,采集该区域2021年春季(4月)海拔3549 m处(TSX1)以及夏季(6月)海拔3770 m处(TSX2)和海拔3800 m处(TSX3)表层雪样,针对细菌16S rDNA V3-V4区... 为探究天山乌鲁木齐河源1号冰川(简称“乌源1号冰川”)积雪微生物群落特征及其与气候环境的关系,采集该区域2021年春季(4月)海拔3549 m处(TSX1)以及夏季(6月)海拔3770 m处(TSX2)和海拔3800 m处(TSX3)表层雪样,针对细菌16S rDNA V3-V4区、古菌16S rDNA V4-V5区和真菌ITS2区分别进行高通量测序,分析雪样中细菌、古菌和真菌的多样性。结果表明:(1)乌源1号冰川表层雪微生物多样性具有季节性差异,细菌多样性春季较高夏季较低,而真菌多样性则相反。(2)在物种组成上,细菌优势门为Proteobacteria(58.13%~89.10%)和Bacteroidetes(4.24%~40.74%),优势属为Flavobacterium(2.32%~33.64%)和Polaromonas(0.01%~24.72%);古菌优势门为Thaumarchaeota(38.10%~97.55%),其次为Nanoarchaeaeota(0%~61.90%)和Euryarchaeota(0%~2.82%);真菌优势门为Ascomycota(7.06%~88.43%)和Monoblepharidomycota(36.21%~40.78%),优势属为Aspergillus(0.16%~81.04%)和Rhodotorula(0.02%~8.05%)。(3)网络互作分析表明,微生物网络互作以正相关连接为主(97.3%),负相关连接仅占2.7%,互作关系趋于合作关系。(4)乌源1号冰川表层雪中具有丰富的微生物,微生物群落的季节变化反映了微生物对不同季节大气环流的响应。 展开更多
关键词 乌鲁木齐河源1号冰川 天山 表层雪 微生物多样性 网络互作分析
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