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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
    Temperature Field Research Based on Main Cable Thermal Parameters of Suspension Bridge
    ZHANG Wei, ZHANG Liangliang, ZHONG Ning
    2016, 35(1): 1-4.  DOI: 10.3969/j.issn.1674-0696.2016.01.01
    Abstract ( )   PDF (2477KB) ( )  
    The temperature field steady and transient analytical solutions of the main cable structure in heating of the core were deduced. The same test model with the actual bridge tested was used, and the apparent thermal diffusivity coefficient and thermal conductivity coefficient of the main cable structure were obtained. Based on the use of the test parameters, the proposed calculation method was proved to be accurate and reliable, which could be used for the temperature field calculation of the main cable of suspension bridge in design, construction and operational phase, by the the finite element calculation of temperature field of the bridge main cable and its comparison with the measured results of the real bridge main cable temperature field.
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    Construction Control in System Transformation for the Self-anchored Suspension Bridge
    YANG Jicheng, ZHANG Qian
    2016, 35(1): 5-9.  DOI: 10.3969/j.issn.1674-0696.2016.01.02
    Abstract ( )   PDF (1463KB) ( )  
    Numerical simulation of self-anchored suspension bridge system transformation faces many difficulties owning to the geometric-nonlinear prominence and mutual influence of hanger force. According to the rule that the hangers’ zero-stress length only changes with the hanger tension and not changes with the load, the numerical simulation method of stress-free status for hanger tension is put forward. According to the characteristics of a self-anchored suspension bridge, several possible hanger tension schemes were investigated in detail on the basis of the control conditions in system transformation. Three typical schemes of them were primarily simulated with the stress-free status method, and the recommended scheme after the comprehensive comparison was given. The self-anchored suspension bridge’s hanger tension was carried out under the guide of the recommended scheme, whose construction control was with high accuracy and reached the expected goal.
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    Modal Parameter Identification of Large Cable-Stayed Bridge Based on IEEMD and ARMA Algorithm
    YUAN Quan, HE Jie
    2016, 35(1): 10-15.  DOI: 10.3969/j.issn.1674-0696.2016.01.03
    Abstract ( )   PDF (2392KB) ( )  
    An improved ARMA identification method based on IEEMD decomposition algorithm was proposed. Firstly, an IEEMD analysis for the measured acceleration signal was carried out, and then the question whether there was a modal aliasing in the obtained intrinsic mode functions (IMFs) was verified by using clustering analysis. Secondly, the fuzzy comprehensive evaluation method was used to calculate the fuzzy similarity coefficients between each IMF and the measured signal so as to select the effective IMF component, and then the principal component analysis and Pareto Diagram method were used to reconstruct the signal of preserved IMFs, so that the effective decomposition of the measured signal and the noise attenuation effect could be achieved. Finally, the reconstructed dynamic signal was regarded as the input of ARMA algorithm to identify the modal parameters. Through analyzing the error percentage between each order’s frequency and truth value by comparative analysis, it is indicated that the vibration signal processed by IEEMD method is used as the input of the ARMA algorithm, so it can get the frequency which is most close to the real values and the error percentage is below 3%. The results verify that the proposed identification method can effectively identify the frequency of the cable-stayed bridge.
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    Literature Review of Research Status of Deck Pavement Technology of Long-Span Continuous Rigid Frame Bridge
    WANG Hu, HAN Fei
    2016, 35(1): 16-21.  DOI: 10.3969/j.issn.1674-0696.2016.01.04
    Abstract ( )   PDF (1152KB) ( )  
    Through the analysis and summary of research status and development trend of deck pavement technology of long-span continuous rigid frame bridge deck pavement at home and abroad, the influence of factors such as design flaw, constructional quality and traffic load on the durability of continuous rigid frame bridge deck pavement was studied. Aiming at the mechanism of the deck pavement disease, the cause of disease, the classification method of disease and the structure deficiency in the deck pavement design were comprehensively analyzed. The analysis results show that: the durability of continuous rigid frame bridge deck pavement not only depends on the strength and fatigue performance of pavement material, but also on the pavement structure, the material and the adaptability of the bridge deck. The integrated design of pavement and bridge deck, construction quality and craft are the guarantee of deck pavement durability. Besides, the finite element calculation of continuous rigid frame bridge deck pavement still has some imperfection and unreasonableness in current literatures. In order to provide more credible data for the future engineering practice and the relevant standard, the proposed finite element model and its boundary conditions should be studied and improved.
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    Performance of Light-Type Composite Bridge Deck System with Steel and Ultra-thin UHPC Layer
    SHAO Xudong, ZHANG Songtao, ZHANG Liang , OUYANG Zehui
    2016, 35(1): 22-27.  DOI: 10.3969/j.issn.1674-0696.2016.01.05
    Abstract ( )   PDF (1551KB) ( )  
    A kind of light-type composite bridge deck system composed with steel and ultra-thin UHPC (Ultra-High Performance Concrete) layer was proposed. The proposed composite bridge deck not only could be used in deck structure whose pavement was thin, but also could reduce the risk of fatigue cracking of orthotropic steel deck and avoid the damage of asphalt pavement. Taking a certain large-scaled bridge as an engineering background, its performance was studied from FEM analysis and experiment. The results show that the 35 mm UHPC layer significantly improves the performance of the orthotropic steel deck, the fatigue stress-range of the top deck plate reaches a decline of 68.72% and the trough rib and transverse rib reach a decline ranging from 14.74% to 34.11%. The 35 mm UHPC layer can significantly reduce the risk of fatigue cracking of the deck. The transverse cracking strength of the UHPC layer obtained form the experiment is close to 26.3 MPa, and it is bigger than the maximum stress value 7.36 MPa produced by vehicle load with finite element method, which proves the feasibility of the proposed composite bridge deck system.
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    Safety Evaluation and Treatment Technology of Tunnel Lining with Cracks
    XUE Xiaohui, ZHANG Jun, SU Zhongming, SUN Zhijie
    2016, 35(1): 28-32.  DOI: 10.3969/j.issn.1674-0696.2016.01.06
    Abstract ( )   PDF (1115KB) ( )  
    In order to study the safety evaluation method and treatment technology of tunnel lining with cracks in detail, the overall evaluation of the tunnel lining with cracks was carried out by the comprehensive assessment method, which was based on the research result of tunnel lining cracks. At the same time, the safety coefficients of the tunnel lining with cracks were checked by the theory of stiffness degradation. On the above basis, the “burying pipe and grouting” method and “steel arch centre and grouting bolt” method were adopted to treat tunnel lining with cracks with different safety. The results show that the comprehensive assessment method merges various single evaluation index systems, therefore, its safety evaluation on the tunnel lining with cracks is more comprehensive, objective and accurate. The check result of safety coefficients of the tunnel lining with cracks obtained by the theory of stiffness degradation coincides with the result of safety evaluation, and these two results provide theoretical basis for the treatment of the tunnel lining with cracks. Different tunnel sections are targeted for treatment by using the “burying pipe and grouting” method and “steel arch centre and grouting bolt” method, which has a good effect.
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    Highway & Railway Engineering
    Technology Scheme of Fog and Haze Purification Based on City Road Facilities
    LIU Guili, YANG Fan, WANG Yaping
    2016, 35(1): 33-39.  DOI: 10.3969/j.issn.1674-0696.2016.01.07
    Abstract ( )   PDF (1500KB) ( )  
    The characteristics of the fog and haze were analyzed and the fog and haze purification technology scheme was also researched, combining with the movement regularity of cold and hot air and using subsidiary facilities of city road. The fog purification technology scheme proposed a new design of the curb, the guardrail at central and both sides as well as the street lamp, in which the air spray, suction pipe and solar power generation device were added on the base of their original functions; the fog was inhaled by the suction pipes within safely driving visual space; the air was dehumidified and purified through dehumidification device installed in the underground space of city road, the mist and small particles were leaded into the drainage pipeline and the processed dry gas with high pressure was sprayed on the city road through the spray pipes; so the purpose of air purification for improving air visibility in driving area was achieved. The haze purification technology scheme proposed that copper coils were set up under the separator, pavement and sidewalk, and the suspended particulate matter in air was absorbed by weak electrostatic fields of copper coils when they were electrified, which realized the purpose of eliminating haze partly in driving area. The energy of the system used the city power network and assisted solar electricity storage system, which reduced costs and improved applicability.
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    3D Finite Element Analysis on Coupling Field of Semi-Rigid Asphalt Pavement Structure in Turpan
    SHEN Aiqin, WANG Ligen, WAN Chen’guang, GU Pinpin
    2016, 35(1): 40-45.  DOI: 10.3969/j.issn.1674-0696.2016.01.08
    Abstract ( )   PDF (1388KB) ( )  
    Based on the serious problems of rutting and transverse cracks on semi-rigid asphalt pavement in Turpan, the analysis on the mechanical response of the semi-rigid asphalt pavement in coupling field was carried out. The three-dimensional finite element model of semi-rigid asphalt was established by ANSYS finite element software. The temperature load such as solar radiation heat was applied and the vehicle load was also applied at the same time. The mechanical response of Turpan semi-rigid asphalt pavement in coupling field was researched, which was aimed to provide some suggestions for designation of semi-rigid base asphalt pavement structure in Turpan. Analysis results show that the thickness of asphalt layer has a significant impact on the shear stress of the asphalt layer and tensile stress of the semi- rigid basement, and it is suggested that the asphalt layer thickness value in Turpan is 16cm~18cm; the maximum shear stress of the asphalt layer and the maximum tensile stress of the semi-rigid basement occur in the range of 7~13 o’clock, which are increased by 4.5% and 5.8% respectively.
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    Research on Fatigue Behavior of Epoxy Asphalt Mixture
    HUANG Ming,
    2016, 35(1): 46-50.  DOI: 10.3969/j.issn.1674-0696.2016.01.09
    Abstract ( )   PDF (2055KB) ( )  
    Taking American ChemCo epoxy asphalt mixture for example, the mixture was designed according to the Marshall Design method. The fatigue test was completed by universal material testing machine MTS-81 and the beam mechanic characteristics of asphalt mixture were tested. The variation law of fatigue performance of epoxy asphalt mixture was analyzed from 3 influence factors, including asphalt content, paving waiting time and stress ratio. Finally, a fatigue behavior equation of epoxy asphalt mixture was regressed. The results show that the relationship between the fatigue life and asphalt content, paving waiting time and stress ratio three factors is as follows: fatigue life decreases when the stress ratio increases; it increases when the asphalt content increases; it decreases when the waiting time increases after passing a particular time point. The logarithm of the fatigue life taking 10 as bottom presents as a power function, index and index relationship with the three factors respectively. The equation turns out after multi-dimensional fitting. Through verification, the equation can be applied when the stress ratio is between 0.3 ~ 0.7, the asphalt content is between 5% ~ 8% and the paving waiting time is within 0~120 min.
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    Optimization of Rubber Asphalt Mixture Proportion Based on Uniform Design
    HE Zhaoyi, HU Yizhou, HUANG Xiaoliang, XIONG Weishi, ZHANG Chang
    2016, 35(1): 51-55.  DOI: 10.3969/j.issn.1674-0696.2016.01.10
    Abstract ( )   PDF (1192KB) ( )  
    The design process of the crumb rubber asphalt mixture proportion was improved by uniform design method. At the same time, the rational content range of the crumbled rubber under the optimization gradation was also determined. The results of the uniform design indicate that: when the proportion between the 9.5mm aggregates and the 4.75mm ones (both are the crumbled pebbles) is around 1∶1 and the amount goes up as much as possible, the elasticity modulus of the crumb rubber asphalt mixture is smaller, the dynamic stability of the mixture is larger, and the road performance as well as the function of the mixture are superior. The rational content range of 10 crumbled rubbers under the optimization gradation is 1%~6%.
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    Rheological Properties Simulation of Asphalt Mastic Based on Computational Fluid Dynamics Model
    QI Yuqing
    2016, 35(1): 56-59.  DOI: 10.3969/j.issn.1674-0696.2016.01.11
    Abstract ( )   PDF (1969KB) ( )  
    The numerical simulation of the rotational viscometer was carried out by Computational Fluid Dynamics (CFD) model. By means of numerical techniques and complex rheological models, the pseudo-plastic and thixotropic nature of the asphalt binder was identified and insulated. In addition, the effect of filler drift was identified and modeled. The research indicates that the appropriate CFD model can quantify and simulate the above important effects, and the traditional steady state equations used to calculate viscosity in the viscometer are not applicable for asphalt-filler mastic.
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    Potholes Image Edge Extraction Based on PCNN and Morphology
    SU Zhouyu, LAN Quanxiang, YUAN Quan, CAO Jianqiu
    2016, 35(1): 60-65.  DOI: 10.3969/j.issn.1674-0696.2016.01.12
    Abstract ( )   PDF (1174KB) ( )  
    The potholes image edge extraction was studied, the pulse coupled neural network model was improved, and an image edge extraction method based on PCNN and morphology was proposed. The basic PCNN model was optimized and the original model parameters were simplified. Furthermore, the linear input and the calculation method of the output pulse of the original model were improved. First of all, the image was enhanced to eliminate the influence of potholes surrounding environment on the potholes edges to some extent in the process of image edge extraction. And then, the improved PCNN model as well as the dilation and erosion characteristics of morphology was used to carry out the edge extraction. The experimental results show that: the proposed method is more effective than the traditional edge extraction method in the road potholes image edge extraction and has stronger anti-interference ability, which can effectively restrain the influence of the road surrounding environment on the potholes edge. And the extracted edges are clearer and more available.
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    Failure of the Slope Induced by Rainfall Considering the Influence of Anti-Slide Pile and Retaining Wall
    YAN Qiurong, QIAO Donghua, YANG Bing, YANG Tao, FENG Jun
    2016, 35(1): 66-69.  DOI: 10.3969/j.issn.1674-0696.2016.01.13
    Abstract ( )   PDF (2424KB) ( )  
    The experimental study on the model of the influence of rainfall on the slope stability was conducted under the condition with existence of support structure (i.e. anti-slide pile and retaining wall) and lack of support structure. A practical engineering slope was taken as a prototype, and the experimental model was designed under the condition of conventional gravity 1g. Test results show that the vertical and horizontal displacements of the slope are slightly influenced by the rainfall with the support structure, which indicates that the support structure has notable limitation to the displacement of the slope. It is found that the surface displacement is much larger than the inner displacement of the slope, by comprising the influence of rainfall on the slope surface displacement and the slope inner displacement. And after setting up the support structure, the deformation of the slope is mainly resulted from the scour of the rain on the slope.
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    Bearing Capacity Analysis on Soft Foundation of High Embankment
    ZHU Fenqing, CHEN Qun
    2016, 35(1): 70-75.  DOI: 10.3969/j.issn.1674-0696.2016.01.14
    Abstract ( )   PDF (2326KB) ( )  
    The distribution of the pore water pressure in the foundation during embankment construction was studied by using stress-pore water pressure coupling method. Based on the analysis on the change rule of the pore water pressure in the foundation, the stability of the foundation was analyzed by the limit equilibrium method. The influence of the upper load and extra pore water pressure on the shape and location of the slip surface in the foundation and the ultimate bearing capacity was discussed. A reasonable method for calculating the bearing capacity of the soft foundation of high embankment was proposed. The rule of the ultimate bearing capacity of the foundation changing with different strength parameters of embankment was studied by the proposed method. The results show that the ultimate bearing capacity is approximately increased linearly with the increase of the cohesion and the internal friction angle of the soft soil foundation.
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    Port & Waterway · Hydraulic & Hydroelectric · Resources & Environment
    Periodical Analysis on Annual Runoff in Jialing River Basin Based on the Morlet Wavelet Analysis
    MU Ping, YANG Shengfa, TONG Sichen
    2016, 35(1): 76-79.  DOI: 10.3969/j.issn.1674-0696.2016.01.15
    Abstract ( )   PDF (2078KB) ( )  
    Based on the measured data of annual runoff series of 59 years from 1954 to 2012 in Beibei gauging station, the multi-time scale characteristics of runoff was analyzed by using Morlet wavelet to study the periodic variation of Jialing River basin. The results show that there are 4-year, 14-year, and 44-year period changes of the annual runoff of Beibei gauging station. The scale of 44-year period with the maximum peak has two cycles from the wet season to the dry season, which is the first major period of runoff series in Jialing River Basin, and the scale of 14-year period is the second major period, which has six cycles from the wet season to the dry season and whose Morlet wavelet coefficients are also secondary. Compared with the former two major periods, the change of peak value of 4-year period is small, which belongs to small fluctuations and means that the change of annual runoff in Jialing River basin is mainly affected by the first and second major periods.
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    Experimental Research on 1 500 t Pretensioned Precast Platform
    LIANG Guodong, MAI Yan, FANG Changyuan, LIN Huidong, WANG Caifang
    2016, 35(1): 80-84.  DOI: 10.3969/j.issn.1674-0696.2016.01.16
    Abstract ( )   PDF (1270KB) ( )  
    According to the design principle of the pretensioned prestressing, the structural design of large-tonnage pre-tensioned prefabricated platform was carried out. The design and calculation method of the key parts in prestressing column and abutments were introduced. Especially, the structural design of the 1 500 t large- tonnage pressure abutments in Xinhui district of Guangdong was emphasized. The whole mechanical performance of the platform structure was analyzed by ANSYS software. The key parts of bracket in the abutment were tested in the field in order to compare and analyze its mechanical performance and the comparison analysis of its mechanical performance was also carried out. Finally, its safety and reliability were verified. The above research is of practical reference for promoting the construction technology of the large-tonnage pretensioned precast concrete platform.
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    Experimental Study of Saturation Time of Coarse-Grained Soil
    ZHU Jungao, LI Xiang, XU Jiacheng, DENG Gang
    2016, 35(1): 85-89.  DOI: 10.3969/j.issn.1674-0696.2016.01.17
    Abstract ( )   PDF (2072KB) ( )  
    The inundation saturation test on different particle size of coarse grained soil from four earth-rock dams, including Shuangjiangkou, Lianghekou, Xiaolangdi and Maji was carried out. The relationships among water absorption rate, water absorption time, particle size and lithology of grain size were analyzed. The results show that there is a positive correlation between the saturation time and particle size of coarse-grained soil, and the lithology of grain size is also an important factor that influences the inundation saturation time. Furthermore, the correlation between the rate and time of water absorption turns out to be a hyperbolic function after a preliminary verification. Meanwhile, the saturation time of multi-particle groups in the actual test was further analyzed, and the reasonable saturation time and approach to estimate the time for the tri-axial shear and the creep test samples of coarse-grained soil were recommended. In the case of the coarse-grained soil with maximum particle size of 60 mm, the recommended saturation time of tri-axial shear test is among 0.5 ~1 h, and the recommended saturation time of the creep test is 2 h.
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    Experimental Study on Mechanism of Large River Blocking by Debris Flow
    LIU Cuirong, ZHAO Shigang
    2016, 35(1): 90-95.  DOI: 10.3969/j.issn.1674-0696.2016.01.18
    Abstract ( )   PDF (1393KB) ( )  
    Large-scaled flumes were used to reproduce the confluence process of the main river blocked by high density viscous debris flow when the intersection angle was 90°. In the experiment, the amount and the unit weight of debris flow were variants. Based on the experiment data, three types of the river-blocked by debris flow were summarized: total blocking by submerged dam, partly blocking by sand dam and completely blocking by sand dam. Furthermore, their characteristics were analyzed respectively. And the influence factors of the large river blocked by debris flow were analyzed. The analysis results show that: the unit weight of debris flow influences the characteristics of the confluence movement and the river-blocking pattern of debris flow; the influence of the main river width on the river blocking is reflected in the flow distance of debris flow and the change of the hydraulic condition of the main river. Because of the width and the strong hydraulic condition of main river, the main river is difficult to be totally blocked, and is always partly blocked by sand dam. Total volume of debris flow has significant influence on blocking large river, and the rive blocking becomes more serious with the total volume of debris flow increasing. When R is more than or equal to 0.80, the solid material of sand dam runs off seriously and the value of backwater height of upstream presents exponential correlation with block coefficient.
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    DE-SVM Method and Its Application in Parameter Inversion of Loess Landslide
    HUANG Wei, LIANG Yonghui
    2016, 35(1): 96-100.  DOI: 10.3969/j.issn.1674-0696.2016.01.19
    Abstract ( )   PDF (3416KB) ( )  
    According to the characteristics of loess landslide and the advantages of differential evolution algorithm and support vector machine, the inversion model of DE-SVM was established. The inversion software of landslide strength parameters was developed based on three key techniques: object-oriented, self-adaptability and visualization. It was programmed by the GUI module of MATLAB software. Two factors and twenty levels of calculation programs were constructed according to the uniform design method. The safety coefficients of each section with different c and φ calculated by the simplified Bishop method were taken as the learning samples. And the strength parameters of No.3 loess landslide of Du-jia gully in Yan’an new district were inverted. The results show that: the cohesion and internal friction angle of loess landslide obtained by inversion are 15.78kPa and 19.6° respectively. The error between the safety coefficients of landslide calculated by feedback and the stability evaluation index is small, which verifies the rationality of parameter inversion and also shows that the established DE-SVM method is suitable for parameter inversion of loess landslide. The developed software is stable and reliable for the strength parameters inversion of landslide.
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    Soil Arching of Anti-Slide Piles Based on Different Skewback Forms
    REN Yongzhong, MA Shoucai
    2016, 35(1): 101-106.  DOI: 10.3969/j.issn.1674-0696.2016.01.20
    Abstract ( )   PDF (1777KB) ( )  
    At present, the research on the skewback forms of soil arching of anti-slide piles mainly focuses on 3 types of forms, including pile body, side friction of pile and the union of both. In order to research the bearing load mechanism and influencing factors of soil arching with three forms of skewback, the geotechnical analysis software package named Plaxis V8.5 was used to carry out numerical analysis. During the analysis, FEM models of three forms of skewback were established respectively. To reflect friction characteristics between side pile and soil, the interface element offered by the software was used to simulate. The results show that the pile body mainly provides the holding power for soil arching skewback of cantilever anti-slide piles, and the holding power offered by side pile is limited; with the increase of pile spacing, the soil arching is not easily formed and the proportion of normal stress when the pile body is skewback decreases gradually in the proportion of normal stress when pile body and side friction of pile are united as the skewback.
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    Traffic & Transportation Engineering
    Identification Model for Risk Level of Traffic Accident Section Based on Extension Science
    ZHANG Wenhui, MA Jun, LUO Wenwen, LI Decai, LI Zhuo
    2016, 35(1): 107-110.  DOI: 10.3969/j.issn.1674-0696.2016.01.21
    Abstract ( )   PDF (985KB) ( )  
    In order to reveal the variation characteristics of risk level of traffic accident section, the process of formation and removal of accident scene was divided into four periods, which included the police responding period, the scene safety facilities setting period, the scene exploration and rescue period as well as the safety facilities removing period. 5 risk measurement indexes were selected, including the traffic flow, the information dissemination, the scene disposal, the speed management and the drivers’ response, and the weight of the indexes was determined by the product scale method. Based on the theory of matter-element, extension set and correlation function, the classical domain, joint domain and the matter-element to be evaluated of traffic accident section were determined, and the identification model of risk level of traffic accident section was established. Taking a four-lane highway accident scene for example, the proposed model was used to determine the risk level of each period, and there were four periods. The first period was extremely dangerous, the second one was moderately dangerous, the third one was basically safe and the last one was slightly dangerous. The results show that the evaluation result is objective and the established model can be used to identify the risk level of traffic accident section; the time-varying characteristics of risk obtained can provide theoretical reference for risk identification and control.
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    Transverse Widths of Highway Optical Illusion Deceleration Marking Based on Changing Rate of Drivers’ Pupil Area
    SHANG Ting, TANG Boming, DUAN Mengmeng
    2016, 35(1): 111-116.  DOI: 10.3969/j.issn.1674-0696.2016.01.22
    Abstract ( )   PDF (1194KB) ( )  
    Aiming at researching the effect of optical illusion deceleration marking transverse widths on the change of pupil of drivers, the case of comb-shaped deceleration marking was taken as an example and 15 drivers were chosen out for the indoor simulation test, which selected the transverse width was from 20 cm to 50 cm. The changing rate of pupil area was selected as the evaluation index to evaluate the driving safety and comfort of the transverse width of highway optical illusion deceleration marking and the regression models of both were established. The results show that as the transverse widths of marking increase, the drivers feel more nervous and the absolute value of pupil change rate is larger at the section of the road with the speed limit of 80 km/h. The changing rate of pupil area (20%) is used as the threshold to describe divers’ driving tension degree, safety and comfort. The changing rate of pupil area is put in the logistic regression model for calculation and the transverse width of appropriate deceleration marking is 44 cm. Based on the above condition, the second test was carried out with the driving speed from 40 km/h to 120 km/h. And the results indicate that as the driving speed increases, the driver’s visual field is narrowed and the visual acuity is decreased, therefore, the tension of the driver is stronger and the change of pupil area is increased.
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    Developing GA&SS Based on FRP of Multiple Forward Areas
    CHEN Yanru, SHAN Cui, JIANG Yangsheng, WEI Chaoheng, ZENG Donghong
    2016, 35(1): 117-121.  DOI: 10.3969/j.issn.1674-0696.2016.01.23
    Abstract ( )   PDF (1311KB) ( )  
    Based on the advantage of genetic algorithm (GA) and scatter search (SS) in solving large-scaled combinatorial optimization problems, an algorithm which combined GA and SS (GA&SS) was developed. Sensitivity analysis about parameters of GA&SS was also made to obtain optimal parameter combination. And the operation effect of the proposed algorithm was compared with that of the simplex method. The results show that the proposed GA&SS performs obviously better than simplex method does in computational time, with the increase of numbers of products.
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    Personal Evacuation Based on Bi-Level Programming Mixed Model
    TANG Chunlin, LIU Jie
    2016, 35(1): 122-128.  DOI: 10.3969/j.issn.1674-0696.2016.01.24
    Abstract ( )   PDF (2735KB) ( )  
    The personnel evacuation in certain environment was mainly studied in multi-particle agent model, which combined with bi-level programming to rationally describe different perception and decision of evacuees who had different physiological characteristics. And the interactions between local decision and global behavior were quantitatively described. The influence of group structure, the width of different exits and dangerous source on the evacuation time and the number of injured was studied by computer simulation. The results indicate that the positive correlation between the average change rate of evacuation time and the change rate of the injured is existed; the width of all exits arranging from 0 to 1 meter can improve the status of injured, and the influence of dangerous source on the whole evacuation is basically consistent with that on the children.
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    An Algorithm of Key Frame Extraction in Road Monitoring Video Based on Correlation Coefficient
    LAN Zhangli, SHUAI Dan, LI Yicai
    2016, 35(1): 129-133.  DOI: 10.3969/j.issn.1674-0696.2016.01.25
    Abstract ( )   PDF (2085KB) ( )  
    In order to effectively extract the key frame from the road monitoring video photographed by fixed cameras, the algorithm of extracting key frame based on correlation coefficient was proposed. Firstly, the RGB values of the video monitoring video were translated into gray values by the proposed algorithm. Secondly, combining with the sliding window, whether the current frame was the key frame was determined by comparing the threshold and absolute value between the correlation coefficient of the current frame and the current key frame. Experimental results show that the algorithm can not only extract the key frame effectively, but also has the clear process and can avoid redundant key frame. Finally, the extracted key frame was evaluated by the frame difference based on Euclidean distance, which verified the validity of the algorithm and the correctness of the key frame.
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    Fault Diagnosing and Modifying of Dynamic Traffic Data Based on MSPCA
    LU Baichuan, GUO Guilin, XIAO Wenqian, ZHANG Hai, ZHANG Kai, DENG Jie
    2016, 35(1): 134-137.  DOI: 10.3969/j.issn.1674-0696.2016.01.26
    Abstract ( )   PDF (2000KB) ( )  
    In order to handle the problem of fault in dynamic traffic data, an improved multi-scale principal component analysis (MSPCA) and a data modifying model were proposed. Firstly, using wavelet packet multi-scale decomposition, the individual variable was decomposed into approximation coefficients and detail coefficients of multiple scales and the corresponding principal component analysis models in various scale matrices were established. Using the model statistical magnitude as the threshold value, the comprehensive principal component analysis model was obtained by reconstructing wavelet coefficients and the fault data was separated. Secondly, using the data modifying model and correlation coefficients of each set of data calculated out by the time correlation and spatial correlation, the true value of the fault data was estimated. Finally, various simulation results were given.
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    Hub and Spoke Network Optimization Based on Hub Network Congestion
    YANG Bin, DENG Zhihui, HU Zhihua
    2016, 35(1): 138-144.  DOI: 10.3969/j.issn.1674-0696.2016.01.27
    Abstract ( )   PDF (1114KB) ( )  
    In the background of hub and spoke network, hub nodes generated the scale of economic effect to reduce costs by distribution cargo. Meanwhile, it would increase the likelihood of costs increase and Hub network congestion. Firstly, in order to ease the Hub network congestion and reduce its cost of economic loss, the congestion cost function associated with the node flow in the Hub and spoke network was proposed. Secondly, under the premise of ensuring the normal cargo transportation of the axis and radial network nodes, the balance between the economic effect caused by the scale of goods transport and the caused hub network congestion costs was maximized, and the mixed-integer nonlinear programming model was established to minimize transportation costs, construction costs and congestion costs. Finally, a case study was carried out to verify the influence of Hub network congestion on network optimization and the reasonableness of model, which had important reference value for balancing the scale economic effect and the Hub and spoke network optimization of Hub network congestion in the future.
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    Impacts of Traffic Assignment on Road Network Structural Reliability in Overload Condition
    XU Xu, LIU Wei, CAI Jinbo
    2016, 35(1): 145-151.  DOI: 10.3969/j.issn.1674-0696.2016.01.28
    Abstract ( )   PDF (1118KB) ( )  
    The impact of traffic assignment on road network structural reliability in overload condition was researched. Relationships between pavement section travel time reliability and pavement section saturation were deduced, and the assignment control index was turned from pavement section travel time reliability to pavement section saturation. The overload problem was turned into the problem of growing accumulative number of axle load through the axle load conversion formula. The pavement structural reliability before and after traffic assignment in overload condition was respectively calculated by Metro Carlo method and the road network structural reliability before and after assignment was obtained based on series-parallel principle. The results show that using pavement section travel time reliability as the road network performance evaluation index is more legitimate, which is more close to the actual situation; and the traffic assignment based on travel time reliability reduces the whole road network structural reliability.
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    Two Steps Method of Parking Demand Forecast at Residential Area
    DUAN Manzhen, CHEN Guang, MI Xueyu, CAO Huiyun,
    2016, 35(1): 152-155.  DOI: 10.3969/j.issn.1674-0696.2016.01.29
    Abstract ( )   PDF (1477KB) ( )  
    The parking demand forecasting model at residential was studied by two steps method, which was the combination of multivariate regression method and correction coefficient method. Two steps method made up for the deficiency of traditional multiple linear regression and elastic coefficient method. Based on the residential parking survey, the parking demand forecasting model was established, which combined the multivariate regression prediction, location correction coefficient with building type correction coefficient. The predictive values were taken as the basis of a new similar residential parking resource. Two steps method not only fully considers the influence of various factors on the parking demand forecast at residential, but also has a flexible control for the location and building types, which has certain practicability and flexibility in practice. Taking Tangshan city for example, the residential areas were selected to validate the model, and the errors were all less than 10%, which verified the effectiveness of the forecast model.
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    Urban Traffic System Evolution Based on Logistic Model
    LIU Xinmin, SUN Zheng, SUN Qiuxia
    2016, 35(1): 156-161.  DOI: 10.3969/j.issn.1674-0696.2016.01.30
    Abstract ( )   PDF (2002KB) ( )  
    As a subsystem of city system, the urban traffic system has a characteristic in biology with an evolution process from low level to high, and can form a relatively stable and ordered structure when it interacts with other subsystems such as economy, resources, environment and government regulation. The mechanism of traffic system evolution was analyzed, and a Logistic model of traffic system evolution process was established. The factors that can influence the traffic system evolution process such as economy, resources, environment and government were studied by simulation. The feasibility of the proposed model was proved by an empirical analysis on Qingdao, which was a center city of Shandong peninsula urban cluster. Lastly, Logistic equation of Qingdao traffic system evolution was calculated and the evolution curve of Qingdao traffic system was also forecasted up to 2050, which provided the theoretical basis for the further improvement of Qingdao traffic system.
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    Error Distribution of Floating Car Positioning Data in Urban Areas
    LI Jun, YOU Yi, ZHAO Changxiang
    2016, 35(1): 162-166.  DOI: 10.3969/j.issn.1674-0696.2016.01.31
    Abstract ( )   PDF (1126KB) ( )  
    A method to calculate the position errors of floating car in urban area was presented, and the probability distribution function to verify the position errors of floating car was proposed according to the analysis on the characteristics and the distribution of positioning error data. The distribution rule of the position errors of floating car on different levels of road was also obtained. The referential positions of floating cars were deduced and the errors were calculated through the loading status of taxis and the map-matching routes; several error distribution functions were respectively selected for data fitting and the most appropriate location error probability density function was found out. A case study of Guangzhou floating car data was carried out. The results show that the partial p-norm distribution is the best fitting form for the error distribution for the floating car of road network in the complex metropolis area, which can be used as the basis for further application of floating car data.
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    Program Selection of Traffic Safety Devices Based on Relative Entropy Model
    ZHAO Xiaohua, LI Jiahui, WAN Yuhan, RONG Jian
    2016, 35(1): 167-171.  DOI: 10.3969/j.issn.1674-0696.2016.01.32
    Abstract ( )   PDF (1022KB) ( )  
    One of the most important measures to improve the traffic safety is to reasonably install traffic safety devices, but there are many problems in the evaluation and selection of the devices. Different decision-makers often judge the importance of the evaluation index of the program according to their personal preferences in the choice of devices. Therefore, the weight vector of the index has a plan tendency, and the competition among the schemes is not fair. In order to solve the problem, a case study on the traffic safety devices around school zone in Beijing was carried out, and factors such as 85th speed difference and standard deviation of acceleration obtained by simulation test were selected as evaluation indicators of the program, with the comprehensive consideration of the safety of school zone, the comfortableness of drivers, the cost of devices and etc.. The relative entropy model was used to aggregate the weight of evaluation indicators given by different experts; therefore, the weight vector which was fair and democratic for all the programs was obtained. Finally, by using the obtained weight vector and the weighted average model, the comprehensive evaluation value of the program was obtained and the ranking of the programs was also obtained, which could offer theoretical foundation for decision-makers to select the program.
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    Warning Rules of Lane Change Based on Prescan Simulation
    GE Ruhai, CHU Yating, XIE Yongdong, XU Ming
    2016, 35(1): 172-176.  DOI: 10.3969/j.issn.1674-0696.2016.01.33
    Abstract ( )   PDF (1192KB) ( )  
    The main cause of lane change accident was analyzed during the study of the security of lane change. In the typical lane change scenario, a minimum safe distance (MSS) model was established on the basis of the main cause of accident and the vehicle kinematical analysis. With the comprehensive consideration of the relative speed, the relative longitudinal distance and the evaluation index TTC (Time to collision), the realistic lane change warning rule was proposed. A virtual lane changing scenario was developed by the united simulation of MATLAB/Simulink and Prescan to verify the warning rule. The results show that the proposed warning rule accords with reality, and has practical value and market value.
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    Comprehensive Application of Two Kinds Models in Inland Dry Port Location
    LIANG Chengji, JIA Jiongjiong, XU Dehong, LU Bo
    2016, 35(1): 177-183.  DOI: 10.3969/j.issn.1674-0696.2016.01.34
    Abstract ( )   PDF (1033KB) ( )  
    The dry port location problem was studied from two different perspectives, such as the geographical factors and economic factors, and a set covering model and a fuzzy clustering model were established. And the case study was also carried out. Finally, through comprising the results of the two kinds of location models, the optimum location of the inland dry port was determined, which reduced the blind construction, avoided the waste of resources, and achieved the maximum benefit with the minimum expenditure.
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    Vehicle & Electromechanical Engineering
    Virtual Optimization Management Technology in Construction of Subway Electromechanical Installation Project
    DUAN Xiaochen, DAI Pengfei, WANG Hui
    2016, 35(1): 184-190.  DOI: 10.3969/j.issn.1674-0696.2016.01.35
    Abstract ( )   PDF (1433KB) ( )  
    Based on the summary of construction characteristics of subway electromechanical project, according to the actual problems of the Jinbin subway project of western section of Zhongshanmen, complex system theories (Earned Value Management (EVM), Cost-significant(CS), Back-Propagation Neural Network (BPNN), Gray model (GM) ), virtual reality techniques and dynamic optimized management technique were applied in the process of construction management. The corresponding virtual dynamic optimized management system was developed to realize the virtual visualization management of the project. Before the subway construction, the virtual static optimized management system was set up, which had the characteristics of multi-work, multi-professional, multi-coordination, mutual intercrossing and paralleling, multi-dimension and multi-interference. In the process of subway construction, the dynamic optimized management system was established to focus on the key control project to carry out EVM analysis and PDCA cycle control. The existed problems were analyzed and the data repository of control measures was established, which was convenient for construction management and decision-making, so as to realize the scientific and informatization management.
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