CN103413178A - Sampling-based park-and-ride facility attraction demand quantitative classification calculation method - Google Patents
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Abstract
The invention relates to a quantitative classification calculation method for quantitatively describing the demands of different positions in an urban park-and-ride facility attraction demand range and belongs to the urban traffic planning field. The method comprises the following steps that: a virtual analysis network of a park-and-ride facility attraction demand range area is constructed according to demand point samples and geographic coordinate positions which are obtained through investigation; the distribution density of sampled demand points is calculated through using a kernel function in probability theory; and the total demand density of each position in the facility attraction demand range is calculated and classified through using an adaptive kernel density analysis theory and a numerical value superposition method. The quantitative classification calculation method can be utilized to quantitatively analyze demand intensity distribution of each point at different directions and different distances in the park-and-ride facility attraction demand range, and can classify the demands in the facility attraction demand range through the total demand density, and has a favorable role of reference in the determination and analysis on distribution characteristics of the park-and-ride facility attraction demand range, and provides a new method for park-and-ride facility demand forecast.
Description
Technical field
The present invention relates to the quantification rank calculation methods that a kind of quantitative description city parking Transfer Infrastructure attracts diverse location demand in range of needs, belong to the Urban Traffic Planning field, it can be used for weighing the demand intensity size that the park and shift facility attracts each point in range of needs, analyze the distribution of attraction demand, and then provide new method foundation for the demand forecast of park and shift facility.
Background technology
Park and shift (Park& Ride) as a kind of traffic trip pattern, typically refer to (or congestion regions) periphery in inner city and set up the park and shift facility, encourage private car's traveler to stop at it, the transfer public transport enters the center, city, with this, alleviate the traffic pressure of downtown area, promote the utilization of urban public tranlport system.Therefore, become a kind of travel pattern that many cities, the world solve urban transport problems.At present, the park and shift Facilities Construction of China is at the early-stage, has all carried out park-and-ride planning and pilot as big cities such as Beijing, Shanghai.It is the prerequisite of carrying out the park and shift demand forecast that the park and shift facility is attracted to the analysis of demand, because China's park and shift facility is less and data deficiency, attracts the research of demand also deeply not launch for the park and shift facility.
For the park and shift facility, attract the analysis and research of demand abroad, main according to the survey of demands data to a plurality of park and shift facilities, determine the basic configuration that attracts range of needs, if parabola shaped, oval etc., and then qualitative analysis attracts the general trend of the factors vary such as Demand distance, owing to attracting range of needs, it is the zone of a two dimension, different directions in zone, the demand distribution characteristics that different distance attracts is different, how to come quantitative description facility periphery diverse location to attract size and the intensity of demand, and then carry out the demand forecast of reliable park and shift facility, need to launch deep research.
In a word, for the park and shift facility, attract at present the research of demand both at home and abroad, mainly be based on the determining and the trend analysis of the factors vary such as Demand distance of attraction range of needs of investigation, also do not have the quantitative test facility to attract the demand size of diverse location in range of needs and the distribution of intensity, therefore, carry out the research that the park and shift facility attracts the requirement quantization rank calculation methods and seem particularly necessary.
Summary of the invention
Based on above analysis, the present invention proposes the quantification rank calculation methods that the park and shift facility attracts demand, the demand that diverse location attracts in the park and shift facility attracts range of needs, as analytic target, has proposed a kind of method that effective measurement park and shift facility attracts demand size in range of needs.
The present invention is based on park and shift facility periphery difference and go out the otherness that on line direction, different trip distance, the attraction demand distributes, emphasis has considered that Transfer Infrastructure attracts the demand intensity that in range of needs, diverse location attracts.Kernel function in applied probability attracts demand sample point function clear and definite, smooth with, unbounded to mean each park and shift facility, obtaining it distributes to the factors influencing demand that peripheral region produces, by a plurality of attraction demand sample application functional value stacking methods, obtain attracting aggregate demand Density Distribution in range of needs near continuous facility, and then can clearly analyze the demand distribution situation in park and shift facility attraction range of needs.
Characteristics of the present invention are to sample by inquiry, use theory of probability theory and method, quantificational description park and shift facility attracts the distribution that in range of needs, difference goes out the demand of line direction, different trip distances, for the demand analysis of park and shift facility provides new method, also for better carrying out the park and shift demand forecast, provide foundation.
Technical thought of the present invention is characterized as:
1, the park and shift facility is carried out to the questionnaire sample survey, acquiring demand point sample, its effective sample volume n >=50.And establishment park and shift facility attracts the Virtual Analysis grid in range of needs zone.
2, by the kernel function in theory of probability, attract demand point to carry out the quantitative test of factors influencing demand distribution to each park and shift facility.
3, by adaptability cuclear density analysis theories, by a plurality of attraction demand sample application numerical value stacking methods, obtain aggregate demand distribution density value and distribution.
4, based on the aggregate demand distribution density, attract the demand intensity of scope to carry out classification to the park and shift facility.
For achieving the above object, the present invention adopts following steps:
(1) determine the coordinate position of facility and sampling demand point
According to the sample that investigation is extracted, on Googleearth, obtain the latitude and longitude coordinates (Dx of each demand sample point i
i, Dy
i), and definite park and shift facility latitude and longitude coordinates (P
x, P
y).Facility attracts each position in range of needs to mean with coordinate (x, y).
(2) create the park and shift facility and attract the surface analysis grid
The probability distribution of samples points, tentatively delimit the facility demand and attract scope according to demand, attract zone to be divided into equidistantly and the less Virtual Analysis grid of spacing the park and shift facility, and the grid intersection point is as the point that calculates aggregate demand density.
(3) calculate the demand point distribution density of respectively sampling
In order to obtain demand density value continuous in Transfer Infrastructure attraction scope, each sampling demand point is meaned by level and smooth kernel function, the impact of its sampling demand point on the demand intensity of its peripheral region generation, depend on demand sample point (Dx, Dy) to position (x, y) distance, also depend on the shape of kernel function and the scope (being called bandwidth) of kernel function value.The demand density that level and smooth Gauss (normal state) kernel function in the probability of use opinion is calculated each sample demand point neighborhood zone distributes.
Wherein:
K: kernel function, select Gauss's (normal state) kernel function here.
(4) calculate the aggregate demand density that facility attracts each position in range of needs
Suppose that it is separate sampling between the sample demand point obtained, for the aggregate demand density of each position in whole facility attraction scope, its numerical value can be regarded as the demand density sum of all sampling sample demand points in its neighborhood scope.Adopt adaptability cuclear density analysis theories, position (x, y) gross density estimated value f (x, y) of locating, for:
Wherein:
D
i: field regional location (x, y) is to the distance of demand sample point i;
H
n: initial fixed-bandwidth, h
n0, when using gaussian kernel function, h
n=0.9 σ n
-1/5, σ is sample standard deviation;
λ
i: the bandwidth weighting factor of demand point i.
The concrete calculation procedure of gross density estimated value is:
Step 1
According to the sample demand point extracted, calculate sample standard deviation σ, obtain initial fixed-bandwidth value h
n, according to the demand density estimation formulas based on fixed-bandwidth, calculate the tentative density Estimation value of the fixed-bandwidth of each position
Meet
Step 2
According to the density Estimation value of fixed-bandwidth, computation bandwidth weight factor λ
i,
Wherein:
α: sensitivity parameter meets 0≤α≤1.
Step 3
Application aggregate demand density Estimation formula (3) obtains the demand density estimated value of position.
(5) according to the aggregate demand density value, attract range of needs to carry out the demand intensity classification to facility
Can be divided into following Three Estate:
Core attracts zone: the demand intensity of attraction is very large, is that the main demand of facility attracts scope.
The general zone that attracts: the demand intensity of attraction is larger, is that the demand that facility is general attracts scope.
Edge attracts zone: the demand intensity of attraction is less, is that the demand at facility edge attracts scope.
The accompanying drawing explanation
Fig. 1 park and shift facility of the present invention attracts the range of needs demand density to calculate and classification step figure;
Fig. 2 park and shift facility of the present invention attracts the range of needs virtual grid to divide figure;
In figure, 1-virtual grid, 2-park and shift facility.
Fig. 3 park and shift facility demand attracts scope demand intensity classification schematic diagram
Embodiment
Chosen north, the Tiantong Yuan park and shift facility of Beijing, application park and shift facility demand attracts the requirement quantization computing method of scope, according to investigation sample, carry out north, Tiantong Yuan park and shift facility and attracted the calculating of demand density, and carried out the classification of facility demand attraction scope demand intensity.
North, Tiantong Yuan park and shift facility is the terminus of Subway Line 5, between North 5th Ring Road and N.6th Ring RD, with city's central line distance, be about 20km, formally come into operation in October, 2007, park and shift parking position number is 438, the parking lot utilization factor is higher, is the park and shift facility of plugging into subway and public transport, and the car trip person rear main transfer mode of transportation of stopping is subway.
Take behavior investigation (revealed preference, RP) method, in park and shift parking lot, north, Tiantong Yuan, carry out survey, the respondent is for using car to carry out the traveler of park and shift, the investigator holds questionnaire inquiry car park and shift person's departure place and destination, fills out a questionnaire face to face, reclaims then and there.Control time is on June 21st, 2010.80 of effective samples are collected in investigation altogether.
Stage one: the park and shift traveler that investigation is obtained, as sampling demand sample point, according to the geographic position, departure place, obtains the latitude and longitude coordinates (Dx that the park and shift facility attracts demand sample point i on Googleearth
i, Dy
i) and park and shift facility position coordinates (Px, Py).The latitude and longitude coordinates of north, Tiantong Yuan park and shift facility is (116.407138,40.082314).
Table 1 park and shift demand sample point coordinate (Dx, Dy)
Numbering | Longitude | Latitude | Numbering | Longitude | Latitude | Numbering | Longitude | Latitude |
1 | 116.451853 | 40.231688 | 28 | 116.413441 | 40.124834 | 55 | 116.384310 | 40.103165 |
2 | 116.231841 | 40.220512 | 29 | 116.415078 | 40.123189 | 56 | 116.371215 | 40.103082 |
3 | 116.242733 | 40.211595 | 30 | 116.442410 | 40.122911 | 57 | 116.424577 | 40.102788 |
4 | 116.401747 | 40.178616 | 31 | 116.557114 | 40.121538 | 58 | 116.368168 | 40.102223 |
5 | 116.393115 | 40.178390 | 32 | 116.447947 | 40.120503 | 59 | 116.209875 | 40.101888 |
6 | 116.401374 | 40.177951 | 33 | 116.412373 | 40.119654 | 60 | 116.719759 | 40.089586 |
7 | 116.380187 | 40.176676 | 34 | 116.435434 | 40.118771 | 61 | 116.445102 | 40.089335 |
8 | 116.414734 | 40.158613 | 35 | 116.413885 | 40.118484 | 62 | 116.352736 | 40.086514 |
9 | 116.421112 | 40.135375 | 36 | 116.412204 | 40.118151 | 63 | 116.415139 | 40.086454 |
10 | 116.642016 | 40.134277 | 37 | 116.433558 | 40.117820 | 64 | 116.410141 | 40.086084 |
11 | 116.423952 | 40.131968 | 38 | 116.406331 | 40.117489 | 65 | 116.334183 | 40.084385 |
12 | 116.640665 | 40.131241 | 39 | 116.414215 | 40.116739 | 66 | 116.325464 | 40.079550 |
13 | 116.413837 | 40.131178 | 40 | 116.412614 | 40.116372 | 67 | 116.418831 | 40.073408 |
14 | 116.382408 | 40.131014 | 41 | 116.467733 | 40.115419 | 68 | 116.433185 | 40.071602 |
15 | 116.414543 | 40.130873 | 42 | 116.369442 | 40.115327 | 69 | 116.430210 | 40.071453 |
16 | 116.410372 | 40.130429 | 43 | 116.414440 | 40.114683 | 70 | 116.427962 | 40.070399 |
17 | 116.410580 | 40.129541 | 44 | 116.452729 | 40.107872 | 71 | 116.432680 | 40.069550 |
18 | 116.415578 | 40.129014 | 45 | 116.385819 | 40.106886 | 72 | 116.422342 | 40.067242 |
19 | 116.406197 | 40.128834 | 46 | 116.420341 | 40.106674 | 73 | 116.420338 | 40.065202 |
20 | 116.432177 | 40.128655 | 47 | 116.426097 | 40.106586 | 74 | 116.429147 | 40.065147 |
21 | 116.426145 | 40.127059 | 48 | 116.425016 | 40.106393 | 75 | 116.415975 | 40.064305 |
22 | 116.416690 | 40.126785 | 49 | 116.435307 | 40.106239 | 76 | 116.430815 | 40.063975 |
23 | 116.412050 | 40.126430 | 50 | 116.421277 | 40.105507 | 77 | 116.422279 | 40.063822 |
24 | 116.414608 | 40.125744 | 51 | 116.405972 | 40.105417 | 78 | 116.420893 | 40.062018 |
25 | 116.427571 | 40.125740 | 52 | 116.428034 | 40.105017 | 79 | 116.350764 | 40.017031 |
26 | 116.414369 | 40.125721 | 53 | 116.384352 | 40.103809 | 80 | 116.469340 | 39.997061 |
27 | 116.433951 | 40.124878 | 54 | 116.387888 | 40.103543 | ? | ? | ? |
Stage two: create the park and shift facility and attract the surface analysis grid
Park and shift facility demand attraction scope is divided into to equally spaced Virtual Analysis network, the grid scope is that lower left corner latitude and longitude coordinates is (116.100,39.950), upper right corner latitude and longitude coordinates is (116.800,40.300) rectangular region, and on the length and width direction, be divided into the mesh lines that is 100 equal portions.
Stage three: calculate the aggregate demand density that facility attracts each position in range of needs
Sensitivity parameter α gets 0.5, and sample standard deviation σ is 0.078, initial fixed-bandwidth h
nBe 0.0292, use the concrete calculation procedure 1~3 of formula (1)~(5) and gross density estimated value to calculate the aggregate demand density that facility attracts each position in range of needs, can obtain the aggregate demand density of each intersection point of virtual grid of 100*100, partial data is as shown in table 2 below.
Aggregate demand density in table 2 park and shift facility range of needs
Longitude | Latitude | Demand density | Longitude | Latitude | Demand density | Longitude | Latitude | Demand density | Longitude | Latitude | Demand density |
116.1035 | 39.9535 | 0.0067781 | 116.2785 | 39.9535 | 0.0126694 | 116.4535 | 39.9535 | 0.0170021 | 116.6285 | 39.9535 | 0.0101208 |
116.1105 | 39.9535 | 0.0069333 | 116.2855 | 39.9535 | 0.0131346 | 116.4605 | 39.9535 | 0.0167119 | 116.6355 | 39.9535 | 0.0099025 |
116.1175 | 39.9535 | 0.007152 | 116.2925 | 39.9535 | 0.0133894 | 116.4675 | 39.9535 | 0.0164191 | 116.6425 | 39.9535 | 0.0097698 |
116.1245 | 39.9535 | 0.0072584 | 116.2995 | 39.9535 | 0.0138856 | 116.4745 | 39.9535 | 0.0161246 | 116.6495 | 39.9535 | 0.0095593 |
116.1315 | 39.9535 | 0.0074906 | 116.3065 | 39.9535 | 0.0141594 | 116.4815 | 39.9535 | 0.0158292 | 116.6565 | 39.9535 | 0.0093536 |
116.1385 | 39.9535 | 0.0076048 | 116.3135 | 39.9535 | 0.0146883 | 116.4885 | 39.9535 | 0.0154009 | 116.6635 | 39.9535 | 0.0091527 |
116.1455 | 39.9535 | 0.0077864 | 116.3205 | 39.9535 | 0.0151098 | 116.4955 | 39.9535 | 0.015238 | 116.6705 | 39.9535 | 0.0088833 |
116.1525 | 39.9535 | 0.0080406 | 116.3275 | 39.9535 | 0.0154141 | 116.5025 | 39.9535 | 0.0149435 | 116.6775 | 39.9535 | 0.0086935 |
116.1595 | 39.9535 | 0.0081677 | 116.3345 | 39.9535 | 0.015995 | 116.5095 | 39.9535 | 0.0145255 | 116.6845 | 39.9535 | 0.0085781 |
116.1665 | 39.9535 | 0.0084381 | 116.3415 | 39.9535 | 0.0164591 | 116.5165 | 39.9535 | 0.0143593 | 116.6915 | 39.9535 | 0.0083275 |
116.1735 | 39.9535 | 0.0085747 | 116.3485 | 39.9535 | 0.0167955 | 116.5235 | 39.9535 | 0.0140705 | 116.6985 | 39.9535 | 0.0081512 |
116.1805 | 39.9535 | 0.0087883 | 116.3555 | 39.9535 | 0.0174314 | 116.5305 | 39.9535 | 0.0136672 | 116.7055 | 39.9535 | 0.0080441 |
116.1875 | 39.9535 | 0.0090851 | 116.3625 | 39.9535 | 0.0177899 | 116.5375 | 39.9535 | 0.0133868 | 116.7125 | 39.9535 | 0.0078114 |
116.1945 | 39.9535 | 0.0093155 | 116.3695 | 39.9535 | 0.0183094 | 116.5445 | 39.9535 | 0.013222 | 116.7195 | 39.9535 | 0.0077098 |
116.2015 | 39.9535 | 0.0094735 | 116.3765 | 39.9535 | 0.0190014 | 116.5515 | 39.9535 | 0.0129462 | 116.7265 | 39.9535 | 0.0074883 |
116.2085 | 39.9535 | 0.0097998 | 116.3835 | 39.9535 | 0.0193927 | 116.5585 | 39.9535 | 0.0126743 | 116.7335 | 39.9535 | 0.0073328 |
116.2155 | 39.9535 | 0.0099699 | 116.3905 | 39.9535 | 0.0193541 | 116.5655 | 39.9535 | 0.0124066 | 116.7405 | 39.9535 | 0.0071811 |
116.2225 | 39.9535 | 0.0103177 | 116.3975 | 39.9535 | 0.0189683 | 116.5725 | 39.9535 | 0.0120408 | 116.7475 | 39.9535 | 0.0070333 |
116.2295 | 39.9535 | 0.0105008 | 116.4045 | 39.9535 | 0.0188903 | 116.5795 | 39.9535 | 0.0117843 | 116.7545 | 39.9535 | 0.0068892 |
116.2365 | 39.9535 | 0.01078 | 116.4115 | 39.9535 | 0.0184862 | 116.5865 | 39.9535 | 0.0116301 | 116.7615 | 39.9535 | 0.0067487 |
116.2435 | 39.9535 | 0.011163 | 116.4185 | 39.9535 | 0.018386 | 116.5935 | 39.9535 | 0.011285 | 116.7685 | 39.9535 | 0.0066643 |
116.2505 | 39.9535 | 0.0113676 | 116.4255 | 39.9535 | 0.0181214 | 116.6005 | 39.9535 | 0.0111357 | 116.7755 | 39.9535 | 0.0064783 |
116.2575 | 39.9535 | 0.0117763 | 116.4325 | 39.9535 | 0.0176986 | 116.6075 | 39.9535 | 0.0108048 | 116.7825 | 39.9535 | 0.0063483 |
116.2645 | 39.9535 | 0.0119964 | 116.4395 | 39.9535 | 0.0174229 | 116.6145 | 39.9535 | 0.0105719 | 116.7895 | 39.9535 | 0.0062705 |
116.2715 | 39.9535 | 0.0124325 | 116.4465 | 39.9535 | 0.0171423 | 116.6215 | 39.9535 | 0.0104307 | 116.7965 | 39.9535 | 0.0061458 |
Stage four: the park and shift facility attracts the classification of range of needs demand intensity
According to the aggregate demand density calculated, it is presented on 2 d plane picture with different colors, as shown in Figure 3, can clearly be seen that the park and shift facility attracts the distribution of demand in range of needs, its facility attraction scope presents ellipse, larger in the demand attracted away from the downtown area direction, less in the demand attracted near the downtown area direction, the trip that difference goes out line direction and trip distance distributes different, by park and shift, attract range of needs to carry out the demand intensity classification, obtain:
When aggregate demand density >=0.03, this zone is that the core demand of park and shift facility attracts zone.
When 0.02≤aggregate demand density<0.03, this zone is that the primary demand of park and shift facility attracts zone.
When aggregate demand density<0.02, this zone is that the edge demand of park and shift facility attracts zone.
According to different sucting strengths, distribute and classification, just can carry out the demand forecast of park and shift facility, thereby plan and definite foundation that provides of scale for the park and shift facility layout.
Be more than several exemplary embodiments of the present invention, enforcement of the present invention is not limited to this.
Claims (5)
1. the park and shift facility based on sampling attracts the requirement quantization rank calculation methods, and it is characterized in that: described computing method comprise the following steps:
Step 1: according to the demand point sample that investigation obtains, determine the coordinate position of facility and sampling demand point, create the Virtual Analysis grid that the park and shift facility attracts the scope zone;
Step 2: attract demand point to carry out the quantitative test of factors influencing demand distribution by the kernel function in theory of probability to each park and shift facility, obtain the demand point distribution density of respectively sampling;
Step 3: adopt adaptability cuclear density analysis theories, application numerical value stacking method, calculate aggregate demand density and distribution that facility attracts each position in range of needs;
Step 4: attract the demand intensity of scope to carry out classification to the park and shift facility.
2. the park and shift facility based on sampling according to claim 1 attracts the requirement quantization rank calculation methods, it is characterized in that: in described step 1, according to the sample that investigation is extracted, on Googleearth, obtain the latitude and longitude coordinates (Dx of each demand sample point i
i, Dy
i), and definite park and shift facility latitude and longitude coordinates (P
x, P
y); The probability distribution of samples points, tentatively delimit the facility demand and attract scope according to demand, attract zone to be divided into equidistantly and the less Virtual Analysis grid of spacing the park and shift facility, and the grid intersection point is as the point that calculates aggregate demand density.
3. the park and shift facility based on sampling according to claim 1 attracts the requirement quantization rank calculation methods, it is characterized in that: in described step 2, in order to obtain demand density value continuous in Transfer Infrastructure attraction scope, each sampling demand point is meaned by level and smooth kernel function, the impact of its sampling demand point on the demand intensity of its peripheral region generation, depend on demand sample point (Dx, Dy) to position (x, y) distance, also depend on the shape of kernel function and the scope of kernel function value; The demand density that level and smooth gaussian kernel function in the probability of use opinion calculates each sample demand point neighborhood zone distributes, and its computing formula is:
Wherein:
K: kernel function, select gaussian kernel function here.
4. the park and shift facility based on sampling according to claim 1 attracts the requirement quantization rank calculation methods, it is characterized in that: in described step 3, suppose that it is separate sampling between the sample demand point obtained, for the aggregate demand density of each position in whole facility attraction scope, its numerical value can be regarded as the demand density sum of all sampling sample demand points in its neighborhood scope; Adopt adaptability cuclear density analysis theories, position (x, y) gross density estimated value f (x, y) of locating is:
Wherein:
D
i: field regional location (x, y) is to the distance of demand sample point i;
H
n: initial fixed-bandwidth, h
n0, when using gaussian kernel function, h
n=0.9 σ n
-1/5, σ is sample standard deviation;
λ
i: the bandwidth weighting factor of demand point i;
The concrete computation process of gross density estimated value is:
(1) according to the sample demand point extracted, calculate sample standard deviation σ, obtain initial fixed-bandwidth value h
n, according to the demand density estimation formulas based on fixed-bandwidth, calculate the tentative density Estimation value of the fixed-bandwidth of each position
Meet
(2) according to the density Estimation value of fixed-bandwidth, computation bandwidth weight factor λ
i,
Wherein: α: sensitivity parameter meets 0≤α≤1;
(3) application aggregate demand density Estimation formula (3) obtains the demand density estimated value of position.
5. the park and shift facility based on sampling according to claim 1 attracts the requirement quantization rank calculation methods, it is characterized in that: in described step 4, according to the aggregate demand density calculated, it is presented on 2 d plane picture with different colors, can clearly be seen that the park and shift facility attracts the distribution of demand in range of needs, to the park and shift facility, attract the range of needs demand to carry out strength grading, be divided into following Three Estate:
Core attracts zone: the demand intensity of attraction is very large, is that the main demand of facility attracts scope;
The general zone that attracts: the demand intensity of attraction is larger, is that the demand that facility is general attracts scope;
Edge attracts zone: the demand intensity of attraction is less, is that the demand at facility edge attracts scope.
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108510731A (en) * | 2018-05-24 | 2018-09-07 | 肖磊 | A kind of down town road traffic system and method |
CN108596381A (en) * | 2018-04-18 | 2018-09-28 | 北京交通大学 | Method of Urban Parking Demand Forecasting based on OD data |
CN109886746A (en) * | 2019-02-20 | 2019-06-14 | 东南大学 | A kind of trip purpose recognition methods based on passenger getting off car when and where |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008305229A (en) * | 2007-06-08 | 2008-12-18 | Nippon Telegr & Teleph Corp <Ntt> | Demand forecast method and device |
CN101476271A (en) * | 2009-01-05 | 2009-07-08 | 东南大学 | Setting method for multi-mode parking and transfer facilities in lough type bus station |
-
2013
- 2013-07-13 CN CN2013102965531A patent/CN103413178A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2008305229A (en) * | 2007-06-08 | 2008-12-18 | Nippon Telegr & Teleph Corp <Ntt> | Demand forecast method and device |
CN101476271A (en) * | 2009-01-05 | 2009-07-08 | 东南大学 | Setting method for multi-mode parking and transfer facilities in lough type bus station |
Non-Patent Citations (2)
Title |
---|
王雪 等: "停车换乘设施吸引强度研究", 《道路交通与安全》 * |
秦焕美 等: "城市停车换乘设施吸引需求强度分析", 《武汉理工大学学表(交通科学与工程版)》 * |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108596381A (en) * | 2018-04-18 | 2018-09-28 | 北京交通大学 | Method of Urban Parking Demand Forecasting based on OD data |
CN108510731A (en) * | 2018-05-24 | 2018-09-07 | 肖磊 | A kind of down town road traffic system and method |
CN109886746A (en) * | 2019-02-20 | 2019-06-14 | 东南大学 | A kind of trip purpose recognition methods based on passenger getting off car when and where |
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