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中文核心期刊
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中国科技核心期刊
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    Bridge & Tunnel Engineering
    Traffic Features and Load Effects of Cross-Sea Bridge in Service Period
    Zhu Rong, Shi Xuefei, Ruan Xin
    2015, 34(6): 1-7.  DOI: 10.3969/j.issn.1674-0696.2015.06.01
    Abstract ( )   PDF (1326KB) ( )  
    Traffic composition features and laws for a certain cross-sea bridge in service period were analyzed based on a month WIM data. The vehicle and motorcade load properties as well as the load transverse distribution laws of multi-lane were described. Taking the critical sections of the three-span cable stayed bridge with twin towers as research object, the effect distribution characteristics resulting from the actual traffic load were analyzed statistically, and these effect results were compared with the normal values of vehicle loads in current bridge design specification. Results indicate that the relationship between the average space headway or time headway and hourly traffic volume can be expressed by the binomial exponential function. Vehicle load level on various driving lanes presents significant difference because of the tendency of vehicle lane-choice of different axial vehicle. The maximum effect values of the heaviest driving lane exceed the corresponding code values, while those of multi-lane are on the contrary. In the end, the insufficiencies of the multi-lane reduction factor and the calculation mode of vehicle load on large-span bridge in the current specification were discussed and some suggestions were also provided.
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    Parameter Analysis of Seismic Isolation Design of Continuous Bridge Based on Friction Pendulum
    Liu Feng, Wang Zhenhai, Wang Zhe
    2015, 34(6): 8-13.  DOI: 10.3969/j.issn.1674-0696.2015.06.02
    Abstract ( )   PDF (1598KB) ( )  
    Relying on the engineering example of Xinjin River Bridge seismic design, the design process of seismic damping and isolation was elaborated. In the design process, the program of pot bearing + friction pendulum bearings and the program of pot bearing + friction pendulum bearings + viscous damping were successively proposed and the nonlinear time-history analysis of two programs was respectively carried out by Midas civil. The analysis results show that for small and medium multi-span continuous bridge, the seismic damping and isolation of friction pendulum can effectively reduce the seismic internal force response in the lower part of the structure, which makes the main components of the bridge still remain flexible under earthquake. However, the displacement of bearings of seismic isolation bridge was often larger under earthquake, so viscous dampers were added in seismic isolation design and the appropriate design parameters were selected. The calculation results show that the displacement response of bearing is significantly reduced after the use of viscous damper. Comprehensive calculation results show that the combination use of friction pendulum together with viscous dampers can achieve good seismic damping and isolation effect.
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    Coupling Influence of Corrosion on Flexural Capacity of Reinforced Concrete Beam Bridge
    Tang Lin, Xiao Shengxie
    2015, 34(6): 14-18.  DOI: 10.3969/j.issn.1674-0696.2015.06.03
    Abstract ( )   PDF (1115KB) ( )  
    Through elaborating the corrosion process and corrosion influence of the cracks, concrete carbonation and chloride on the reinforced concrete, the change trend and process of the decrease of yield strength, the decrease of effective section of the steel bar as well as the decrease of the cooperative working capacity of the reinforced concrete caused by corrosion were analyzed. And the coupling influence of different values of yield strength coefficient and the cooperative working coefficient on the bearing capacity of reinforced concrete was discussed in detail. Several kinds of protective measures to prevent or reduce the damage of the reinforced concrete frame caused by corrosion were proposed, which provided a certain reference for the actual bridge anti-corrosion projects.
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    Developing of Dynamic Nonlinear Finite Element Method Program Based on Co-Rotational Formulation
    Wang Tao, Shen Ruili
    2015, 34(6): 19-26.  DOI: 10.3969/j.issn.1674-0696.2015.06.04
    Abstract ( )   PDF (2188KB) ( )  
    Based on the nonlinear FEM computational theory of co-rotational (CR) formulation, a Newmark-β nonlinear FEM dynamic time-history algorithm for the structures of truss and beam was proposed. The geometric nonlinearity of the structures could be considered in the time-history calculation. The real displacement and internal force of the elements could be obtained by calculating the element extension and by deducting the rigid body displacement of the structure. The calculation principles of the geometric nonlinearity dynamic program were elaborated. A calculation program was developed and the FEM model was established. The comparison was carried out between the example and the calculation results of the ANSYS. The results show that the difference of the calculation results between the program and ANSYS on nonlinear static and dynamic time-history is very small, and the program is faster than ANSYS, which is applicative for large amplitude vibration calculation of truss and beam structures.
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    Damage Simulation of Concrete Pier under Impact of Rolling Stones
    Zou Yisong, Gu Zhimin, Wang Yinhui, Zhang Kai
    2015, 34(6): 27-31.  DOI: 10.3969/j.issn.1674-0696.2015.06.05
    Abstract ( )   PDF (1232KB) ( )  
    The software of LS-DYNA was adopted to conduct the numerical simulation for the dynamic response and damage mode of a dual-column bridge pier under the impact of rolling stones. From the time-history curves of impact force, it could be found that the maximum impact force increased as the initial kinetic energy of the rolling stones increased, and the maximum value of impact curve was related with the size of the contact area during impact. The research on damage of bridge pier caused by rolling stones indicates that the damage mode and damage scope of the pier are pertinent to kinetic energy of the rolling stone, the impact velocity and the contact area. When the impact velocity of the rolling stones and the contact area of impact are kept constant, the damage scope of the pier becomes larger as the initial kinetic energy of the rolling stone increases. With a smaller contact area of impact, the damage is most likely to be found on the right side of the impact.
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    Effect of Hydration Heat Induced by Lining on Heat Transfer Rate of Heat Exchange Pipes Buried in Tunnels
    Zhang Yuqiang, Yang Yong, Xia Caichu, Liu Zhifang,
    2015, 34(6): 32-36.  DOI: 10.3969/j.issn.1674-0696.2015.06.06
    Abstract ( )   PDF (1476KB) ( )  
    In order to prevent the freezing damage of tunnels in cold regions, the heating system with ground source heat pump was applied at Zhadunhe Tunnel of Boya Highway in Inner Mongolia Autonomous Region of China. Heat exchange pipes were buried between the initial lining and the secondary lining in series arrangement of vertical. Hydration heat induced by lining construction in tunnels influenced the temperature field of surrounding rock, and then influenced the heat transfer rate of heat exchange pipes. Research results show that: during the construction of tunnel, the temperature field of the surrounding rock is affected twice by lining hydration heat; the thermal insulation layer aggravates the influence of hydration heat, and the temperature field of shallow rock is more significantly affected; the hydration heat of lining construction can increase the heat transfer rate of heat exchange pipes; the sooner thermal insulation layer lay is established, the greater heat transfer rate of heat exchange pipes is increased, and the maximum reaches 31.9%. At the beginning of system operation, the favorable impact of hydration heat induced by lining construction should be made full use in the process of heat transfer rate of heat exchange pipes.
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    Construction and Monitoring of Railway Tunnel Adjacent to Reservoir through F4 Fault
    Ran Wanyun
    2015, 34(6): 37-42.  DOI: 10.3969/j.issn.1674-0696.2015.06.07
    Abstract ( )   PDF (2006KB) ( )  
    Based on the engineering practice of Tangshan railway tunnel through F4 fault adjacent to reservoir, the engineering geology and hydrogeology characteristics were discussed in detail. The tunnel construction control measures such as advanced geology prediction in water-rich fault condition, 3 m advanced pre-grouting of reinforcement zone, long pipe shed support as well as three-bench and four-step excavation method were proposed. Because the tunnel was adjacent to the reservoir, the waterproof measures should be strengthened in the construction process of secondary lining. Besides, the tunnel deformation and surface displacement caused by the construction in F4 fault fracture were monitored and analyzed in detail. The construction control scheme for passing through F4 fault was verified based on the tunnel deformation analysis. The research results indicate that the tunnel deformation is well controlled by the proposed construction scheme in the range of F4 fault zone and the later deformation is not apparent; and the proposed construction scheme is not used outside of F4 fault zone, and the short-term and later deformation of tunnel is larger with the influence of surrounding rock quality of fault zone and the double construction of imported inclined shaft. In 80 m range of passing-through section, the tunnel deformation should be monitored in time and taken with some suitable construction control measures.
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    Highway & Railway Engineering
    Comprehensive Evaluation of Surface Function of Exposed-Aggregate Cement Concrete Pavement
    Song Yongchao, Fu Bofei, Liang Naixing
    2015, 34(6): 43-47.  DOI: 10.3969/j.issn.1674-0696.2015.06.08
    Abstract ( )   PDF (1183KB) ( )  
    According to the surface function characteristics of exposed-aggregate cement concrete pavement (EACCP), the evaluation indexes system of the surface function was established respectively from aspects such as skid resistance, noise reduction, flatness, reflection and durability of the pavement. The analytic hierarchy process and expert evaluation method were used to determine the weight of various factors in evaluation indexes system, and the comprehensive evaluation method of EACCP was proposed. The comprehensive evaluation on the surface function of a certain section of actual EACCP was carried out, which provided the basis for judging the surface function quality of EACCP.
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    Effect of Accelerators on Properties of SBS Modified Asphalt
    Du Sujun,
    2015, 34(6): 48-52.  DOI: 10.3969/j.issn.1674-0696.2015.06.09
    Abstract ( )   PDF (1131KB) ( )  
    The effect of two accelerators,dithiodimorpholine and bis (dimethylthiocarbamyl) disulfide, at different ratios on the properties of SBS modified asphalt was investigated. The research indicates that with the addition of single or complex accelerator, the properties of SBS modified asphalt are highly improved, especially for the system with complex accelerator. In the case of the appropriate mix ratio and content, the softening point increases remarkably and the penetration decreases. The ductility is weakly affected and the segregation phenomenon is not obvious. The substantial increase of rut factor, which is G*/sinδ, leads to the obvious improvement of high temperature performance and the anti-rut ability. Furthermore, the viscosity of SBS modified asphalt at the temperature in construction is not highly affected by adding the complex accelerator, which means asphalt mixing and paving will not be influenced.
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    Attenuation Regularity of Skid Resistance of Asphalt Mixture
    Tan Wei, Xuan Wei’an
    2015, 34(6): 53-57.  DOI: 10.3969/j.issn.1674-0696.2015.06.10
    Abstract ( )   PDF (1154KB) ( )  
    An accelerated polishing test was used to carry out the skid resistance test for three kinds of stones: limestone LA, limestone LB and basalt Ba. The BPN and TD of specimen were measured at every 2 hours and the attenuation regularity of skid resistance of asphalt mixture was also analyzed; and then, a comparison analysis was carried out with the friction coefficient regularity of pavement. The correlation between test data of other anti-slide test equipments and the test data of accelerated polishing test devices were analyzed. The test results show that indoor accelerated polishing test is well consistent with the actual condition of pavement. The attenuation regularity of BPN and TD basically follows firstly sharp and then gentle, gradually tends to a steady level eventually. A significant correlation exists in test data of accelerated polishing test devices and other anti-slide test equipments.
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    Distribution and Prediction of Equilibrium Moisture of Subgrade Considering Pavement Blanketing Effect
    Ran Wuping, Li Ling
    2015, 34(6): 58-62.  DOI: 10.3969/j.issn.1674-0696.2015.06.11
    Abstract ( )   PDF (1106KB) ( )  
    Based on unsaturated soil mechanics theory, fluid mechanics theory and thermodynamics theory, the moisture migration mechanism of unsaturated soil was analyzed and one-dimensional unsteady flux equation of vapor was deduced. Through field investigation, laboratory and field test in strong evaporation region considering pavement blanketing effect, the spatial distribution characteristic of subgrade equilibrium moisture was probed. The correction coefficient of TMI-wPI matrix suction prediction model was proposed. The parameter of Fredlund & Xing model which reflected the single-valued function relation between the water content and matrix suction was calibrated to forecast subgrade equilibrium moisture. The results show that moisture migration is mainly affected by humidity gradient and temperature gradient. Because of pavement blanketing effect, subgrade interior moisture reaches its maximum in the range of 40~80 cm under the top of subgrade, with a decreasing trend upward or downward from this range; and its average moisture is much higher than that of the bare ground. The correction coefficient of forecast model which takes TMI and wPI as parameter is put forward to modify matrix suction, and error range is controlled within 20%. Fredlund -Xing model is widely applied and can be well characterized the correlation between subgrade humidity and matrix suction in strong evaporation region, and the correlation of parameters for the model fitting results can reach 0.84. The forecast results have high consistency with the test results.
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    Non-uniform Permanent Deformation Characteristics of Coal Highway Loess Subgrade
    Huang Qinlong, Yang Chuanjing, Han Bingye, Zhang Xiao
    2015, 34(6): 63-67.  DOI: 10.3969/j.issn.1674-0696.2015.06.12
    Abstract ( )   PDF (1138KB) ( )  
    A series of the repeated load tri-axial tests considering 24 working conditions were conducted to investigate the relationship between permanent deformation and loading times of loess subgrade. The correction and calibration of current Tseng-Lyttonm’s permanent deformation prediction model’s parameters was carried out by statistics regression. The subgrade permanent deformation under various load and traffic conditions was calculated by the itemized and layered summation method. And then the distribution curve of vertical permanent deformation accumulated at the subgrade top surface was obtained, which was in transverse direction among the road. The results indicate that compared with ordinary highway, the distribution curve of vertical permanent deformation accumulated at the subgrade top surface of coal highway caused by the lane-choice of light-vehicle and heavy-vehicle is similar to a “spoon” at the road cross-section; the curvature is larger and the differential deformation is more significant.
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    Influence of Microseismic Activity on Rock Cutting Slope
    Gong Linhui, Wen Paike, Tang Bo, Zhu Ya
    2015, 34(6): 68-72.  DOI: 10.3969/j.issn.1674-0696.2015.06.13
    Abstract ( )   PDF (1977KB) ( )  
    Focusing on a rock cutting slope located at Qingyang road in Gui’an new area of Guizhou province, the failure mechanism of slope was analyzed under static stress with RFPA2D-SRM software, in order to reveal the influence of microseismic activity occurring in inner rock masses on slope during excavation. Then the slope microseismic monitoring system was established by IMS monitoring equipment to monitor the law of microseismic activity of slope under the blasting vibration. Results show that the slope has a relatively high stability coefficient under static stress. The blasting vibration induces the occurrence of a large number of microseismic events in strip distribution in the internal slope. The maximum displacement which appears at the inner rock body of four-step sidestep of slope is 2.56×10-4m. And the potential slip surface of slope simulated by RFPA has good agreement with the spatial distribution characteristics of microseismic events on the whole.
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    Weight Determination and Sensitivity Analysis of Scheme Comparison Index in Railway Location
    Luo Yuan, Yao Lingkan, Wei Yongxing
    2015, 34(6): 73-78.  DOI: 10.3969/j.issn.1674-0696.2015.06.14
    Abstract ( )   PDF (1340KB) ( )  
    In order to solve the problems that the current methods of index weight determination overemphasized subjective experience in scheme comparison for railway rout selection, and subtle changes in weight would directly affect the selection results, a method of index weight determination for scheme comparison in railway location designs based on deviation-G1 method was proposed through introducing the basic idea of above two theories. From this method, the objective information of index data and subjective opinions of experts were all taken into account, which made the determination of index weight become more scientific and reasonable. Then, the linear optimization method was used for sensitivity analysis on the obtained weights. The range of index weight to ensure the taxis result of scheme was worked out so as to judge the stability of the decision-making conclusion. Finally, an example of local alignment scheme comparison was used to illustrate the operation procedure of the method.
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    Port & Waterway ? Hydraulic & Hydroelectric ? Resources & Environment
    Experimental Study on Dyke Evolution Mechanism in Dam-Break Process of Landslide Dam
    Xu Fugang, Yang Xingguo, Zhou Jiawen
    2015, 34(6): 79-83.  DOI: 10.3969/j.issn.1674-0696.2015.06.15
    Abstract ( )   PDF (1358KB) ( )  
    Taking the Jiadanwan Landslide Dam as the prototype, four kinds of test conditions were set up and the corresponding experimental dams were made, with the consideration of impact factors, such as the dam material particle size, the dam height and the dam slope in the downstream. The failure process of the various experimental dams under the same upstream flow (0.15 L/s) was observed and then the evolvement mechanism of the dyke was analyzed. The results show that the dam-break process of the landslide dam could be divided into two stages: the throughout dyke stage with a long duration and a rather slow break; the dyke development stage with a small duration and a rather acute break. The dyke evolution is mainly scarp erosion and traceability in the longitudinal direction and feet erosion and slope collapse in the transverse direction. At the same time, the dam material particle size, the dam height and the dam slope in the downstream have a significant impact on the dyke development. The particle size determines the erosion resistance of the dam body, and the bigger the particle size, the greater the scour resistance ability of the dam body; the dam height reflects the impact force of water flow, and the greater the dam height, the greater the energy during the dam-break process and the greater the destructive effect; the downstream slope reflects the stability of the dam, the smaller the slope, the better the stability of dam body.
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    Scouring Calculation of Periodic Flushing Settling Basin
    Hong Zhenguo
    2015, 34(6): 84-88.  DOI: 10.3969/j.issn.1674-0696.2015.06.16
    Abstract ( )   PDF (1003KB) ( )  
    Taking sediment basin of small and medium hydropower station as the research object, the reasonable values of the harmful sediment particle size, the turbulence modified coefficient, the sediment deposition rate and the dry density of sediment deposition were selected on the base of quasi hydrostatic settlement method. And the calculation method without sediment data for dredging and scouring sediment basin was proposed. The harmful sediment particle size was selected according to the rated head of the sediment basin, the mean annual sediment content, the scale of engineering, the performance of wear resistance as well as the manufacturing and processing quality of hydraulic turbine material. The turbulence modified coefficient was selected according to the actual motion rules of sediment. The sediment deposition rate was selected according to the hydraulic design handbook. The dry density of sediment deposition was selected according to the prototype observation, the model test and the operation practice. Taking Mazihe first-grade hydropower station as an example, the calculation indicates that the calculation result of the calculation method without sediment data for dredging and scouring sediment basin is in accordance with that of the model test. The actual 10-year operating effect of the hydropower station shows that it is feasible to design sediment basin of small and medium hydropower station by using the proposed calculation method.
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    Integrative Disposal of Bisphenol A from Simulated Wastewater by Mixture of Surfactant CPC and Bentonite
    Fan Jianxin,Wang Yong
    2015, 34(6): 89-93.  DOI: 10.3969/j.issn.1674-0696.2015.06.17
    Abstract ( )   PDF (1150KB) ( )  
    The preparation of organic bentonite and simulated wastewater treatment were carried out simultaneously, in order to improve the removal efficiency of bisphenol A. The cationic surfactant (chlorinated hexadecylpyridinium-CPC) and bentonite were directly mixed to make an integrative disposal of bisphenol A simulation wastewater. The effects of CPC addition dosage, reaction time, and pH value on the adsorption of bisphenol A by bentonite were investigated using adsorption experiments. The integrative adsorption process was analyzed by isotherm adsorption and kinetic equation. The experiment indicated that bisphenol A adsorption capacity of bentonite increased with the increase of CPC dosage, and the maximum adsorption capacity reached 38.3 mg/g when CPC addition dosage was 600 mg/L. In addition, the integrative effect made the equilibrium time of bisphenol A adsorption by bentonite shorten and the adsorption rate improve, and it could reach adsorption equilibrium within 10 minutes. Moreover, the integrative effect increased with the increase of pH value, and alkaline condition was advantageous to the adsorption of bisphenol A. The research indicates that adding cationic surfactant into the process of bisphenol A adsorption simultaneously, not only can improve adsorption capacity of bisphenol A by bentonite and avoid complex process of organic-bentonite synthesis, but also enhance the disposal efficiency of wastewater.
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    Transportation Engineering
    Review on Social Force Model of Pedestrian Movement Behavior
    Yang Yazao, Yin Huasheng, Chen Jian, Hao Xiaoni
    2015, 34(6): 94-100.  DOI: 10.3969/j.issn.1674-0696.2015.06.18
    Abstract ( )   PDF (1156KB) ( )  
    Based on the necessity of pedestrian movement behavior research, the feasibility of the social force model was analyzed from theoretical and practical aspects and the system of pedestrian movement simulation were briefly described. The fundamentals of the model were introduced, and the current research literatures were systematically reviewed from seven aspects, including the improvements of the model structure and its expressions, the affection of the relative velocity and different direction, the analysis of the requirement space, the optimization of the algorithm, the selection of parameters, and the application of the model. The results show that the first aspect, the fifth aspect and the sixth aspect are the focus.
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    Analysis on Space-Time Benefit Change of Bus Passengers’ Shopping in Commercial Center
    Hu Jihua, Huang Ze, Cheng Zhifeng, Deng Jun
    2015, 34(6): 101-105.  DOI: 10.3969/j.issn.1674-0696.2015.06.19
    Abstract ( )   PDF (1260KB) ( )  
    Considering the distribution and combination of station facilities, the service time of facilities, the minimum participation time as well as the passenger access path to facilities, the current space-time benefit calculation approaches were innovated to be fit for the space-time benefit calculation for the individual to take public traffic. Taking the commercial center of Beijing Road in Guangzhou as a research object, the changes of the space-time benefits were analyzed under space-time constraints, including the departure time, the travel time budget and the service range of facilities. It is found that the proposed method can accurately reflect the changes of accessibility brought by space-time constraints, which can be used to guide the individual to achieve precise travel.
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    A Short-Term Public Transit Volume Forecasting Model Based on IC Card and RBF Neural Network
    Lu Baichuan, Deng Jie, Ma Qinglu, Liu Quanfu, Zhang Kai
    2015, 34(6): 106-110.  DOI: 10.3969/j.issn.1674-0696.2015.06.20
    Abstract ( )   PDF (1207KB) ( )  
    On the base of the analysis on characteristics of bus passenger volume, the real-time data of public transit volume was obtained by IC card. Combining with GPS data, the real-time distribution of passenger volume was analyzed by OD back-stepping method. And then the forecasting model of short-term public transit volume based on IC card and RBF neural network was established, meanwhile, the specific forecasting process was also introduced. No. 841 bus route in Chongqing was taken as an example to verify the proposed forecasting model. It is found that the average absolute relative error of the real value and the predicted value of the passenger flow is less than 1.5%. The results of case study show that the proposed model can obtain real-time traffic data and achieve high prediction accuracy, which has certain practical application value.
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    Identification Method of Traffic State in Urban Intersection
    Ren Qiliang, Wang Shineng, Wang Kun, Zhan Jiafeng, Zeng Ke
    2015, 34(6): 111-115.  DOI: 10.3969/j.issn.1674-0696.2015.06.21
    Abstract ( )   PDF (1058KB) ( )  
    In order to objectively and effectively evaluate the traffic state of urban intersection, the parameters were chosen as the evaluation indexes, including the average maximum queue length, saturation, average vehicle delay and velocity ratio, which were the most sensitive evaluating indicators to the traffic state of urban interaction and also easy to be obtained. Relief F algorithm was selected to determine the weights of the selected evaluation indexes, and a comprehensive identification model based on fuzzy clustering FCM was designed. And then the traffic flow state at urban intersection was simulated by VISSIM traffic simulation software. The results show that compared with the traditional neural network method, the total error cost of the improved W-FCM method is reduced by 47.5% and the accuracy is improved to 96.7%. The improved identification method has a strong feasibility.
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    A Choice Model of Parking Behavior in CBD Public Parking Lots
    Tang Boming, Zeng Chao, Liu Tangzhi, Chen Jian
    2015, 34(6): 116-122.  DOI: 10.3969/j.issn.1674-0696.2015.06.22
    Abstract ( )   PDF (1282KB) ( )  
    Based on the characteristics and regularity of driver parking behavior, BL model in the theory of disaggregation was used to separately establish the selective model of public parking lots in weekdays and holidays with the characteristic variants, including parking lots pattern, parking fees, parking purpose and walking distance. The study on the overall rule of the drivers’ parking behavior in the public parking lots and the common rule of city selected was carried out. Taking the parking fee and walking distance as hypothetical variant, the improved BL parking behavior model was established to study the threshold of the preferential rates for the exchange of walking distance in the weekdays and holidays. The results show that: the purpose of parking is relatively centralized in weekdays and drivers whose purpose is commuting is more sensitive to parking fee and more inclined to choose public parking lots; the purpose of parking is relatively dispersive in holidays and the effect of the parking preferential measures on the parking lot choice of drivers reduces. Therefore, the difference of schemes between weekdays and holidays should be considered in improving the utilization rate of off-street public parking lots through favorable measures of parking fees.
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    Taxi Operation Speed Analysis Based on the Usage Rate of Taxi-Hailing Apps
    Cao Yi, Luo Xia
    2015, 34(6): 123-127.  DOI: 10.3969/j.issn.1674-0696.2015.06.23
    Abstract ( )   PDF (1148KB) ( )  
    The whole urban taxi operation speed in the taxi-hailing apps context was aimed to be found out. The difference characteristics of vacant operation speed and passenger-choosing probability between traditional taxis and taxis with taxi-hailing apps were analyzed. Passengers who took taxis were divided into hailing passengers and passengers using taxi-hailing apps, according to the condition whether the taxi software was used to search passengers. A new equilibrium model was developed based on the equivalence between total operation time and driving mileage of two types of passengers. The corresponding relationships among the usage rate of different taxi-hailing apps, total driving mileage, total operation speed and unloaded ratio in the case of fixed operation time and taking times were obtained by the proposed model. The validity and feasibility of the proposed method was testified by a case study, which was beneficial for the management department to have the operation parameters of the urban taxi system and make a reasonable development plan.
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    A Car-Following Model Based on Support Vector Machine
    Qiu Xiaoping, Liu Yalong
    2015, 34(6): 128-132.  DOI: 10.3969/j.issn.1674-0696.2015.06.24
    Abstract ( )   PDF (1118KB) ( )  
    A car following model based on support vector machine algorithm was established to simulate the car-following behavior:acceleration, deceleration, no action. The SVM car-following model was trained and tested using Next Generation Simulation (NGSIM) data, and then the test results were compared with those obtained from Gipps car-following model. The results indicate that comparing with Gipps model, the accuracy of error indicators of the SVM car-following model is greatly improved; moreover, SVM car-following model can explore the potential correlationship between variables impacting car following behavior, which makes up for the deficiencies of the traditional car-following model.
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    Energy Dissipation of Splitting of Thin-Walled Metal Tube
    Cheng Haifan, Dong Meiling, Liu Zhigang, Zhang Shaoli, Gao Shuide
    2015, 34(6): 133-136.  DOI: 10.3969/j.issn.1674-0696.2015.06.25
    Abstract ( )   PDF (1172KB) ( )  
    The corresponding relationship between the energy dissipation of splitting and length splitting of metal tube was studied by the experiment of sled collision. The experiment results indicate that the length splitting of metal tube rises with the increase of the energy dissipation; and when the speed of test vehicle increases to 39.81 km/h and the energy dissipation increases to 36 681 J, the length splitting of metal tube increases in a liner trend and the growth factor is intermediary variant Fp≈30 kN. Because the stress change in the process of metal tube splitting is known, the residual deformation mode curls inward and has excellent energy dissipation of splitting under the axial pressure, moreover, the peak load decreases gradually with the increase of the initial speed of the test vehicle.
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    Disaster-Relief Commodity Transport Problem Considering Deteriorative Demands of Disaster-Affected Sites
    Hu Zhihua,Wang Yiwan
    2015, 34(6): 137-143.  DOI: 10.3969/j.issn.1674-0696.2015.06.26
    Abstract ( )   PDF (1339KB) ( )  
    With regard to the feature of post-disaster deteriorative demand in the transportation of emergency relief, the problem of disaster-relief commodity transport with deterioration demand was studied. Total costs included the transport cost, the waiting cost caused by victims’ psychological price in waiting for commodity and the shortage cost caused by the actions of saving themselves responding to the shortage of commodity. Aiming at minimizing the total cost in the relief operation, an integer linear programming model of disaster-relief commodity transport was proposed. The deteriorative demands of damage points were analyzed, and the demand was quantified by a linear decreasing function. A case study of Ya’an earthquake illustrated the optimal solution of disaster-relief commodity transport. The research results indicate that there is trade off relation between waiting cost and shortage cost, and the relation between transport cost and shortage cost is the same.
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    Hub-and-Spoke Transportation Network Optimization of Regional Port Cluster with Consideration of Carbon Emission
    Yang Bin, Ming Hui, Xu Bowei, Zhu Xiaolin
    2015, 34(6): 144-149.  DOI: 10.3969/j.issn.1674-0696.2015.06.27
    Abstract ( )   PDF (1124KB) ( )  
    With the concept of green logistics and the consideration of the factors influencing the network costs and carbon emissions, a minimum logistics cost model, including transportation cost and time penalty cost, was established, and a minimum carbon dioxide emission model was also established, on the base of hub-and-spoke regional port transportation system and collecting and distributing system from ports to the hinterland. By rational allocation of traffic volume and transport capacity, the regional port cluster transportation system can be optimized. And then fuzzy mathematic programming method was applied to transform the dual objective problem into a single objective planning. CPLEX was used to solve the model and the efficiency of model was demonstrated by experiments when the confidence level was 0.1, 0.3, 0.5, 0.7, and 0.9 respectively. Finally, with green preference, the influence of 15 kinds of velocity combination with different types of ships and vehicles on the results was analyzed. The results show that considering transportation costs, time penalty costs and carbon emissions, the amount of direct transportation is more than the medium transport capacity under different membership degrees and the type of low fuel consumption ships and vehicles will be selected. With more attention on green factor, the ships and vehicles tend to work at low speed. The best combination of speed for boats and vehicles under different membership degrees will be calculated from the model.
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    Uncertainty Prediction and Analysis on Rail Passenger Satisfaction
    Zhu Shunying, Wu Yu, Wang Hong, Chen Feifei
    2015, 34(6): 150-155.  DOI: 10.3969/j.issn.1674-0696.2015.06.28
    Abstract ( )   PDF (1313KB) ( )  
    Aiming to solve the deficiency of structural equation method in predicting the improvement effect of rail transit passenger satisfaction, Bayesian network method that was good at dealing with uncertainty problem was directly put forward. Machine learning and expertise were combined to build the Bayesian prediction network between passengers overall satisfaction and quality indicators. The absolute effect, relative effect as well as the elastic modulus and synergic relationship to judge improvement effect of the established predictive model were defined. The data of Wuhan rail passenger satisfaction survey was used to establish uncertainty Bayesian network and the improvement effect of “Transfer” and “Ticketing System” which mostly needed to be improved in priority was predicted and analyzed. The research results indicate that “Transfer” indicator has a better improvement effect; however, there is no synergistic effect between two indicators.
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    Evaluation and Optimization of Operational Load of Urban Rail Transit Station
    He Yuelei, Cheng Jian, Liu Zhigang, Ding Xiaobing
    2015, 34(6): 156-161.  DOI: 10.3969/j.issn.1674-0696.2015.06.29
    Abstract ( )   PDF (1149KB) ( )  
    The basic theory of station operational load was elaborated and then the calculation and evaluation approach of operational load of station was given. Moreover, Shanghai Metro Line 9 was taken as an example to calculate and evaluate its operational load of station. According to the evaluation results of operational load, the optimization for passenger flow routing was put forward for the stations with higher operational load so as to relieve the pressure of operational load of station. Firstly, some primary optimization indexes of passenger flow routing were ascertained. Then, the approaches of optimization for passenger flow routing were proposed on the basis of the above indexes, mainly including traffic efficiency optimization method and equipment layout optimization method; the grey fixed-weight clustering model was utilized to evaluate the optimization schemes of passenger flow routing in order to obtain the optimum scheme. In the end, Century Avenue Station of Shanghai Metro Line 9 with the highest operational load was exemplified to optimize its indexes of passenger flow routing with the proposed optimization approaches and to evaluate its passenger flow routing with the grey fixed-weight clustering model, and the optimum passenger flow routing scheme was obtained.
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    Vehicle & Electromechanical Engineering
    Research on Hydraulic Hitch Test Bench of Tractor
    Shang Gaogao, Gu Xin, Zhu Chenyang
    2015, 34(6): 162-166.  DOI: 10.3969/j.issn.1674-0696.2015.06.30
    Abstract ( )   PDF (1535KB) ( )  
    In order to increase the automation level and test accuracy of the tractor hydraulic hitch system, a test-bench structure of the program was proposed, which used the electro-hydraulic proportional valve for controlling the loading force and verticality during the test. Based on SimulationX software, the hydraulic loading system of the test bench was simulated and analyzed. The results indicate that the adjustment time of target loading force is all less than 0.3 s; the maximum error of the loading force test is about 0.6 kN; and the actual curve and the following curve are basically agreed in the rising phase of loading force. In the simulation process of verticality, the time of the system to reach a steady state at a low initial deviation, intermediate and high initial deviation is within 0.3 and 2.0 s respectively, which verifies the feasibility of the design and provides an efficient test platform for the product development and quality testing of the tractor hydraulic hitch system.
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    Design and Performance of Energy-Regenerative Air Suspension Based on AMESim-Simulink
    Li Zhongxing, Chen Wang, Jiang Hong
    2015, 34(6): 167-170.  DOI: 10.3969/j.issn.1674-0696.2015.06.31
    Abstract ( )   PDF (1110KB) ( )  
    An energy-regenerative air suspension was designed, which used the new absorber to regenerate vibration energy and then store into effective energy of high-pressure air. Its structure and working principle was introduced, and its simulation model combining with AMESim-Simulink was established to analyze its damping characteristics and the energy utilizing capacity of the energy-regenerative air suspension on the vehicle vibration. The results show that the new absorber has good external characteristics; the energy-regenerative air suspension could regenerate vibration energy with high efficiency and inflate the high-pressure gas tank to the requested pressure in a short time. So the proposed suspension could save electric energy which is used to drive electric air compressor for vehicle, which has good economic benefit and practical significance.
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    Design and Test of Assist Characteristics of the Bypass Flow Type ECHPS System for Heavy-Duty Vehicles
    Jiang Haobin, Zhu Wanqing, Geng Guoqing
    2015, 34(6): 171-175.  DOI: 10.3969/j.issn.1674-0696.2015.06.32
    Abstract ( )   PDF (1433KB) ( )  
    The principle and the design requirements for assist characteristic of the bypass proportional valve type ECHPS were presented. A design method for parabolic ideal assist characteristic curve for a bus based on the ECHPS was proposed. Based on MATLAB/Simulink, the three degrees of freedom vehicle steering dynamic model and the ECHPS simulation model with hydraulic control module consisting of the electro-hydraulic proportional valve were established. The assist characteristic curve of ECHPS which was approximated to parabola was obtained by simulation. Eventually, the bench test of a certain bus ECHPS was carried out. The test result of the assist characteristic curve of ECHPS is well-matched with the simulation one, which validates that the proposed design method and simulation model of the ideal parabolic assist characteristic curve are right and effective; and the bypass proportional valve type ECHPS has excellent assist characteristic, which can satisfy both the low-speed steering portability and the high-speed handling stability of heavy-duty vehicles.
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    Thin-Film Lubrication Friction Characteristics of Wet Brake
    Jia Ce, Zheng Xunjia, Luo Tianhong, Pan Xuejiao
    2015, 34(6): 176-180.  DOI: 10.3969/j.issn.1674-0696.2015.06.33
    Abstract ( )   PDF (1108KB) ( )  
    In order to improve the braking and safety performance of wet brake, a mathematics method to explore the friction characteristics based on thin-film lubrication model for wet brake was proposed. The effective mathematical model was established by the research on brake oil film layer. The velocity distribution of the film on the interface of brake in the adsorption layer and normal layer and the friction distribution in oil were analyzed. And then the model was simulated and analyzed by MATLAB. The results of analysis show that the oil velocity distribution changes with the thickness of oil film adsorption layer and normal layer, and the brake friction of wet brake is mainly obtained from the continued shear the oil film between the friction pair; the more effective of the adsorption layer between the friction pair is, the better the braking and safety performance of the whole brake is.
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    Design and Analysis of Double Permanent Magnet Systems Track Brake
    He Ren, Wang Liang, Wang Jing
    2015, 34(6): 181-185.  DOI: 10.3969/j.issn.1674-0696.2015.06.34
    Abstract ( )   PDF (1292KB) ( )  
    The application and working principles of permanent magnetic track brake(PMB)of rail vehicle were briefly introduced. The characteristics of current PMB were analyzed and a double permanent magnet systems track brake(D-PMB)was proposed. According to the structure of the proposed D-PMB, the design method of main structure parameters was elaborated and the structure parameters were designed. The attraction characteristics of the designed D-PMB were tested by software simulation. The results show that the designed D-PMB makes up for the defect of PMB and the parameter design based on magnetic circuit theory satisfies the performance requirements of PMD.
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    Vibration and Noise Control of Pile Centrifuge
    Zuo Yanyan, Wei Mingtao, Zeng Xianren, Zhu Chenxi
    2015, 34(6): 186-190.  DOI: 10.3969/j.issn.1674-0696.2015.06.35
    Abstract ( )   PDF (1349KB) ( )  
    In order to decrease the vibration noise radiated by a pipe mold centrifuge, a 3-D model of the pipe mold centrifuge was established, and its vibratory mode and inherent characteristics were analyzed. The vibration and noise of the centrifuge was measured under three conditions, that is, without pipe mold, with empty pipe mold and with filled pipe mold respectively. According to the test results, it is found that the primary factor which affects the vibration and noise of the machine is the interaction between the riding wheels and the pipe mold, so it is necessary to change their contact form in order to decrease the shock and vibration. Through analyzing the mechanism of damping layer to reduce noise and vibration, a new damping treating technique for reducing noise and vibration was presented, which was putting damping material layer on the surfaces of the riding wheels and changing the rigid contact to the elastic contact between the wheels. The contrast test of the centrifuge with damping riding wheels and the original riding wheels were conducted. The results indicate that the vibratory energy of centrifuge with damping riding wheels decreases by more than 60%, and the noise decreases by more than 10 dB(A), which has a striking effect in reducing the vibration and noise.
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