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货车列检技术检查作业的定价方法与结算模型研究
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作者 雷蕾 杨忠良 +2 位作者 关卉雯 张梦迪 朱加发 《铁道运输与经济》 北大核心 2025年第8期176-181,共6页
货车列检技术检查作业是货车运用维修的最重要内容,长期执行历史成本法结算模式,已难以满足国铁企业市场化经营的需要。为研究适用于内部市场化运行的货车列检技术检查业务的结算模式,通过分析业务交易特征和投资专用性,应用交易成本理... 货车列检技术检查作业是货车运用维修的最重要内容,长期执行历史成本法结算模式,已难以满足国铁企业市场化经营的需要。为研究适用于内部市场化运行的货车列检技术检查业务的结算模式,通过分析业务交易特征和投资专用性,应用交易成本理论明确其定价方法为基于成本和协商的短期差异化方法;考虑列检技术检查作业成本与作业类型、空间与劳效高度相关,研究建立兼顾作业类型和作业强度差异的货车列检技术检查作业费用模型,提出不同作业类型的换算方式,研究自然环境、线路工况、资源布局、质量因素4类作业强度影响因素的指标选择和综合评价算法,创新货车运用维修的结算机制,为国铁货车模拟市场化改革提供决策参考。 展开更多
关键词 货车运用维修 列检技术检查 定价方法 结算模型 内部市场化
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发电侧辅助服务的结算模型研究 被引量:8
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作者 周青 吴耀武 熊信艮 《电力系统及其自动化学报》 CSCD 2004年第4期20-22,53,58,共5页
从我国电力改革现阶段的基本情况出发 ,对发电侧电力市场的辅助服务进行了研究 ,提出了以机组的调整能力和实际参与辅助服务的容量为基础的辅助服务结算模型 ,给出了采用变步长动态规划法对模型的求解步骤 ,并通过十台机组参与 AGC(自... 从我国电力改革现阶段的基本情况出发 ,对发电侧电力市场的辅助服务进行了研究 ,提出了以机组的调整能力和实际参与辅助服务的容量为基础的辅助服务结算模型 ,给出了采用变步长动态规划法对模型的求解步骤 ,并通过十台机组参与 AGC(自动发电控制 ) 展开更多
关键词 电力市场 发电侧 辅助服务 结算模型
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基于量价费多维迭代组合的零售结算模型 被引量:6
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作者 吴明兴 段秦刚 +3 位作者 陈青 潘舒妍 别佩 费云志 《南方电网技术》 CSCD 北大核心 2021年第7期102-108,共7页
为解决电力零售套餐结算问题,本文对电力零售结算底层逻辑展开深入分析,梳理电力零售市场结算关键因素,设计出电力零售结算数学模型,并提出结算模型在电力市场技术支持系统的应用思路,最后通过算例验证了模型的可行性及优越性。解决了... 为解决电力零售套餐结算问题,本文对电力零售结算底层逻辑展开深入分析,梳理电力零售市场结算关键因素,设计出电力零售结算数学模型,并提出结算模型在电力市场技术支持系统的应用思路,最后通过算例验证了模型的可行性及优越性。解决了售电公司批发市场与零售市场结算衔接和海量电力零售合同的自动化结算难题,充分体现电力零售充分竞争市场下零售结算的自由度、灵活度、复杂度,支撑电力零售结算工作的高效精确执行,保障电力零售侧改革目标的实现。 展开更多
关键词 电力零售市场 灵活结算 结算模型
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基于效用流量的网间结算系统的设计与实现 被引量:1
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作者 王雷 杨传耀 +1 位作者 蔡喁 胡运发 《计算机应用与软件》 CSCD 北大核心 2008年第2期129-131,169,共4页
详细介绍了基于效用流量的网间结算系统的设计与实现。提出了一个IUEF模型,从三个方面对网络流量进行区分,从而采用不同的收费策略;分析了整个系统的架构,并且介绍了费率参数预生成系统的程序结构。是对网间结算策略的一个有益探索。
关键词 网间结算模型 效用流量 业务流 费率因子
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我国电信网间结算价格的制订方法 被引量:5
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作者 钟华霖 钟俊英 《统计与决策》 CSSCI 北大核心 2005年第06X期115-117,共3页
随着电信市场改革的深入,原有的电信价格体系已经不适应市场发展的需要,尤其是网间互联结算价格与成本关系的扭曲已经成为运营企业间正常的互联互通关系的严重障碍,建立适合我国的网间结算价格模型是促进形成正常的电信市场竞争秩序的... 随着电信市场改革的深入,原有的电信价格体系已经不适应市场发展的需要,尤其是网间互联结算价格与成本关系的扭曲已经成为运营企业间正常的互联互通关系的严重障碍,建立适合我国的网间结算价格模型是促进形成正常的电信市场竞争秩序的核心。 展开更多
关键词 电信业 网络产业 电信市场 网间结算价格模型 电信价格 中国
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华北电网一体化电能量计量计费系统设计和实现 被引量:8
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作者 张勇 傅金羽 +1 位作者 徐正山 王耀鑫 《电力系统自动化》 EI CSCD 北大核心 2009年第22期57-60,共4页
设计和实现了华北电网一体化电能量计量计费系统。论述了基于IEC60870-5-102标准的华北电网电能累计量传输协议应用规范、基于虚拟计量点的异构数据处理、华北电网网间交易模式自适应的电能量结算模型、华北电网网损率波动分析模型等关... 设计和实现了华北电网一体化电能量计量计费系统。论述了基于IEC60870-5-102标准的华北电网电能累计量传输协议应用规范、基于虚拟计量点的异构数据处理、华北电网网间交易模式自适应的电能量结算模型、华北电网网损率波动分析模型等关键技术要点,阐述了其为解决华北电网多交易主体交易结算以及网损率波动等关键问题的应用。 展开更多
关键词 区域电网 电能量计量计费 应用规范 虚拟计量点 结算模型 网损率波动分析模型
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国际铁路旅客运输清算系统
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作者 吴勇光 宋一凡 《中国铁路》 北大核心 2002年第5期37-40,共4页
随着信息技术的迅猛发展以及铁路运输体制改革的逐步深入,原有的国际旅客运输清算模式已无法满足铁路运输发展的需要。根据中国铁路和国际旅客运输清算办法、规则,以及国际铁路旅客运输信息化要求,就国际旅客运输清算项目、数据流程、... 随着信息技术的迅猛发展以及铁路运输体制改革的逐步深入,原有的国际旅客运输清算模式已无法满足铁路运输发展的需要。根据中国铁路和国际旅客运输清算办法、规则,以及国际铁路旅客运输信息化要求,就国际旅客运输清算项目、数据流程、资金结算模型、系统功能结构进行系统的研究,为我国国际铁路旅客运输清算系统的建立提供了理论依据。 展开更多
关键词 国际铁路旅客运输清算系统 中国铁路 系统设计 清算项目 资金结算模型
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Analysis of 13Cr bloom solidification structure using CA-FE model 被引量:2
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作者 翟莹莹 马北越 +1 位作者 厉英 姜正义 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第1期10-17,共8页
Solidification structure is critical in the control of the mechanical properties and quality during the continuous casting process. The thermo-physical properties of 13 Cr steel added some rare metals, such as Mo, V, ... Solidification structure is critical in the control of the mechanical properties and quality during the continuous casting process. The thermo-physical properties of 13 Cr steel added some rare metals, such as Mo, V, Nb, are measured to better understand the solidification structure of 13 Cr bloom. A computational model using CA-FE(cellular automation-finite element) method coupled with heat transfer model is developed to describe the solidification structure in continuous casting process. It is found that the calculated solidification structure is in good agreement with the observed data. The influence of casting speed and superheat on the solidification structure of the bloom is studied in detail. In order to obtain more equiaxed crystal ratio and low degree of the segregation in the bloom, the optimized casting speed 0.6 m/min and superheat less than 25 °C are determined for the caster. Using the optimized manufacturing parameters, these samples are 60% with the equiaxed zone ratio of 8%–10% and below the degree of segregation 1.05. 展开更多
关键词 cellular automation solidification structure equiaxed crystal ratio BLOOM continuous casting
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Upper bound analytical solution for surrounding rock pressure of shallow unsymmetrical loading tunnels 被引量:7
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作者 雷明锋 彭立敏 +2 位作者 施成华 谢友均 谭立新 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第6期2339-2347,共9页
By combining the results of laboratory model tests with relevant flow rules, the failure mode of shallow unsymmetrical loading tunnels and the corresponding velocity field were established. According to the principle ... By combining the results of laboratory model tests with relevant flow rules, the failure mode of shallow unsymmetrical loading tunnels and the corresponding velocity field were established. According to the principle of virtual power, the upper bound solution for surrounding rock pressure of shallow unsymmetrical loading tunnel was derived and verified by an example. The results indicate that the calculated results of the derived upper bound method for surrounding rock pressure of shallow unsymmetrical loading tunnels are relatively close to those of the existing "code method" and test results, which means that the proposed method is feasible. The current code method underestimates the unsymmetrical loading feature of surrounding rock pressure of shallow unsymmetrical loading tunnels, so it is unsafe; when the burial depth is less or greater than two times of the tunnel span and the unsymmetrical loading angle is less than 45°, the upper bound method or the average value of the results calculated by the upper bound method and code method respectively, is comparatively reasonable. When the burial depth is greater than two times of the tunnel span and the unsymmetrical loading angle is greater than 45°, the code method is more suitable. 展开更多
关键词 TUNNEL shallow buried tunnel unsymmetrical loading ultimate analysis method upper bound solution
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Wheel slip-sinkage and its prediction model of lunar rover 被引量:11
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作者 丁亮 高海波 +1 位作者 邓宗全 陶建国 《Journal of Central South University》 SCIE EI CAS 2010年第1期129-135,共7页
In order to investigate wheel slip-sinkage problem, which is important for the design, control and simulation of lunar rovers, experiments were carried out with a wheel-soil interaction test system to measure the sink... In order to investigate wheel slip-sinkage problem, which is important for the design, control and simulation of lunar rovers, experiments were carried out with a wheel-soil interaction test system to measure the sinkage of three types of wheels in dimension with wheel lugs of different heights and numbers under a series of slip ratios (0-0.6). The curves of wheel sinkage versus slip ratio were obtained and it was found that the sinkage with slip ratio of 0.6 is 3-7 times of the static sinkage. Based on the experimental results, the slip-sinkage principle of lunar's rover lugged wheels (including the sinkage caused by longitudinal flow and side flow of soil, and soil digging of wheel lugs) was analyzed, and corresponding calculation equations were derived. All the factors that can cause slip sinkage were considered to improve the conventional wheel-soil interaction model, and a formula of changing the sinkage exponent with the slip ratio was established. Mathematical model for calculating the sinkage of wheel according to vertical load and slip ratio was developed. Calculation results show that this model can predict the slip-sinkage of wheel with high precision, making up the deficiency of Wong-Reece model that mainly reflects longitudinal slip-sinkage. 展开更多
关键词 lunar rover slip-sinkage loose lunar soil stress distribution slip ratio
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Analytical approach and field monitoring for mechanical behaviors of pipe roof reinforcement 被引量:3
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作者 王海涛 贾金青 康海贵 《Journal of Central South University》 SCIE EI CAS 2009年第5期827-834,共8页
Considering the delay effect of initial lining and revising the Winkler elastic foundation model,an analytical approach based on Pasternak elastic foundation beam theory for pipe roof reinforcement was put forward. Wi... Considering the delay effect of initial lining and revising the Winkler elastic foundation model,an analytical approach based on Pasternak elastic foundation beam theory for pipe roof reinforcement was put forward. With the example of a certain tunnel excavation,the comparison of the values of longitudinal strain of reinforcing pipe between field monitoring and analytical approach was made. The results indicate that Pasternak model,which considers a more realistic hypothesis in the elastic soil than Winkler model,gives more accurate calculation and agrees better with the result of field monitoring. The difference of calculation results between these two models is about 7%,and Pasternak model is proved to be a better way to study the reinforcement mechanism and improve design practice. The calculation results also reveal that the reinforcing pipes act as levers,which increases longitudinal load transfer to an unexcavated area,and consequently decreases deformation and increases face stability. 展开更多
关键词 tunnel heading pipe roof reinforcement Pasternak elastic foundation beam field monitoring
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Experimental and numerical analysis of submerged floating tunnel 被引量:2
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作者 陈健云 李静 +1 位作者 孙胜男 苏志斌 《Journal of Central South University》 SCIE EI CAS 2012年第10期2949-2957,共9页
As a new type of structure which has never been built, submerged floating tunnel was studied mainly by numerical simulations. To further study the seismic response of a submerged floating tunnel, the first model exper... As a new type of structure which has never been built, submerged floating tunnel was studied mainly by numerical simulations. To further study the seismic response of a submerged floating tunnel, the first model experiment of submerged floating tunnel (SFT) under the earthquake was carried out on the unique underwater shaking table in China. The experimental results show that vertical excitation induces larger response than horizontal and different inclination degrees of the tether also cause different seismic responses. Subsequently, based on the fluid-structure interaction theory, the corresponding numerical model is established. And comparing the numerical results with the experimental results, those of shaking table test. Numerical model adopted is effective for it is shown that the numerical results are basically identical with dynamic response of SFT. 展开更多
关键词 submerged floating tunnel seismic response dynamic response shaking table test numerical simulation
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Study on LQR control algorithm using superelement model 被引量:3
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作者 XU Qiang CHEN Jian-yun +2 位作者 LI Jing YUAN Chen-yang ZHAO Chun-feng 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第9期2429-2442,共14页
The conventional linear quadratic regulator(LQR) control algorithm is one of the most popular active control algorithms.One important issue for LQR control algorithm is the reduction of structure's degrees of free... The conventional linear quadratic regulator(LQR) control algorithm is one of the most popular active control algorithms.One important issue for LQR control algorithm is the reduction of structure's degrees of freedom(DOF). In this work, an LQR control algorithm with superelement model is intended to solve this issue leading to the fact that LQR control algorithm can be used in large finite element(FE) model for structure. In proposed model, the Craig-Bampton(C-B) method, which is one of the component mode syntheses(CMS), is used to establish superelement modeling to reduce structure's DOF and applied to LQR control algorithm to calculate Kalman gain matrix and obtain control forces. And then, the control forces are applied to original structure to simulate the responses of structure by vibration control. And some examples are given. The results show the computational efficiency of proposed model using synthesized models is higher than that of the classical method of LQR control when the DOF of structure is large. And the accuracy of proposed model is well. Meanwhile, the results show that the proposed control has more effects of vibration absorption on the ground structures than underground structures. 展开更多
关键词 linear quadratic regulator (LQR) control algorithm component mode synthesis (CMS) Craig-Bampton (C-B) method superelement vibration control
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Modeling porous structure of oil-pressboard interface and its effect on electric field distribution
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作者 司马文霞 姜赤龙 +1 位作者 毛文奇 唐信 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第1期338-343,共6页
The oil-pressboard insulation is a typical composite insulation system widely used in the design and manufactory of large power apparatus. The implement of oil-pressboard insulation may lead to surface electrification... The oil-pressboard insulation is a typical composite insulation system widely used in the design and manufactory of large power apparatus. The implement of oil-pressboard insulation may lead to surface electrification and discharge at the interface under certain condition. It is of significant importance to take an insight into the phenomenon occurring at the interface. Through experiment, the pressboard is found as a porous material. The interface changes abruptly from bulk pressboard to the bulk oil as a result of the porous structure. A new model is proposed which divides the interface into bulk oil region, transition region, and bulk pressboard region. The width of the transition region is decided according to the microtome figure. The effective permittivity of the transition region is calculated using a new model based on fractal theory. The model is validated and compared with previous calculation model. The effect of the existence of transition region on the electric field distribution is discussed. 展开更多
关键词 oil-pressboard interface transition region effective permittivity fractal electric field distribution
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Bending analysis and control of rolled plate during snake hot rolling 被引量:6
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作者 张涛 吴运新 +2 位作者 龚海 郑细昭 蒋绍松 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第7期2463-2469,共7页
In order to study the bending behavior of aluminum alloy 7050 thick plate during snake hot rolling, several coupled thermo-mechanical finite element(FE) models were established. Effects of different initial thicknesse... In order to study the bending behavior of aluminum alloy 7050 thick plate during snake hot rolling, several coupled thermo-mechanical finite element(FE) models were established. Effects of different initial thicknesses, pass reductions, speed ratios and offset distances on the bending value of the plate were analyzed. ‘Quasi smooth plate' and optimum offset distance were defined and quasi smooth plate could be acquired by adjusting offset distance, and then bending control equation was fitted. The results show that bending value of the plate as well as the extent of the increase grows with the increase of pass reduction and decrease of initial thickness; the bending value firstly increases and then keeps steady with the ascending speed ratio; the bending value can be reduced by enlarging the offset distance. The optimum offset distance varies for different rolling parameters and it is augmented with the increase of pass reduction and speed ratio and the decrease of initial thickness. A proper offset distance for different rolling parameters can be calculated by the bending control equation and this equation can be a guidance to acquire a quasi smooth plate. The FEM results agree well with experimental results. 展开更多
关键词 snake hot rolling bending analysis quasi smooth plate optimum offset distance bending control equation
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A multiple watermarks algorithm for image content authentication
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作者 蔡立军 李睿 易叶青 《Journal of Central South University》 SCIE EI CAS 2012年第10期2866-2874,共9页
A novel multiple watermarks cooperative authentication algorithm was presented for image contents authentication.This algorithm is able to extract multiple features from the image wavelet domain,which is based on that... A novel multiple watermarks cooperative authentication algorithm was presented for image contents authentication.This algorithm is able to extract multiple features from the image wavelet domain,which is based on that the t watermarks are generated.Moreover,a new watermark embedding method,using the space geometric model,was proposed,in order to effectively tackle with the mutual influences problem among t watermarks.Specifically,the incidental tampering location,the classification of intentional content tampering and the incidental modification can be achieved via mutual cooperation of the t watermarks.Both the theoretical analysis and simulations results validate the feasibility and efficacy of the proposed algorithm. 展开更多
关键词 multiple watermarks cooperation authentication wavelet transform image wavelet domain intentional contenttampering incidental modification
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