CN103413178A - Sampling-based park-and-ride facility attraction demand quantitative classification calculation method - Google Patents

Sampling-based park-and-ride facility attraction demand quantitative classification calculation method Download PDF

Info

Publication number
CN103413178A
CN103413178A CN2013102965531A CN201310296553A CN103413178A CN 103413178 A CN103413178 A CN 103413178A CN 2013102965531 A CN2013102965531 A CN 2013102965531A CN 201310296553 A CN201310296553 A CN 201310296553A CN 103413178 A CN103413178 A CN 103413178A
Authority
CN
China
Prior art keywords
demand
park
facility
density
attracts
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN2013102965531A
Other languages
Chinese (zh)
Inventor
秦焕美
关宏志
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Beijing University of Technology
Original Assignee
Beijing University of Technology
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Beijing University of Technology filed Critical Beijing University of Technology
Priority to CN2013102965531A priority Critical patent/CN103413178A/en
Publication of CN103413178A publication Critical patent/CN103413178A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Information Retrieval, Db Structures And Fs Structures Therefor (AREA)

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

Park and shift facility based on sampling attracts the requirement quantization rank calculation methods
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.
K ( u ) = 1 2 &pi; exp [ - 1 2 u 2 ] , - &infin; < u < &infin; - - - ( 1 )
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:
f ( x , y ) = 1 n &Sigma; i = 1 n 1 h n 1 &lambda; i K ( d i h n &lambda; i ) - - - ( 2 )
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
Figure BDA00003507624400041
Meet f ~ ( x , y ) > 0 , i = 1 , . . . , n ,
f ~ ( x , y ) = 1 nh n &Sigma; i = 1 n K ( d i h n ) - - - ( 3 )
Step 2
According to the density Estimation value of fixed-bandwidth, computation bandwidth weight factor λ i,
&lambda; i = { f ~ ( x , y ) / g } - &alpha; - - - ( 4 )
log g = 1 N &Sigma; log f ~ ( x , y ) - - - ( 5 )
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:
Figure FDA00003507624300011
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:
Figure FDA00003507624300021
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
Figure FDA00003507624300022
Meet
Figure FDA00003507624300024
(2) according to the density Estimation value of fixed-bandwidth, computation bandwidth weight factor λ i,
Figure FDA00003507624300025
Figure FDA00003507624300026
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.
CN2013102965531A 2013-07-13 2013-07-13 Sampling-based park-and-ride facility attraction demand quantitative classification calculation method Pending CN103413178A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013102965531A CN103413178A (en) 2013-07-13 2013-07-13 Sampling-based park-and-ride facility attraction demand quantitative classification calculation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013102965531A CN103413178A (en) 2013-07-13 2013-07-13 Sampling-based park-and-ride facility attraction demand quantitative classification calculation method

Publications (1)

Publication Number Publication Date
CN103413178A true CN103413178A (en) 2013-11-27

Family

ID=49606185

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013102965531A Pending CN103413178A (en) 2013-07-13 2013-07-13 Sampling-based park-and-ride facility attraction demand quantitative classification calculation method

Country Status (1)

Country Link
CN (1) CN103413178A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (2)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Similar Documents

Publication Publication Date Title
Boss et al. Using crowdsourced data to monitor change in spatial patterns of bicycle ridership
CN105718465B (en) Geography fence generation method and device
CN106503714B (en) Method for identifying city functional area based on point of interest data
CN108415975B (en) BDCH-DBSCAN-based taxi passenger carrying hot spot identification method
Wang et al. Analyzing urban traffic demand distribution and the correlation between traffic flow and the built environment based on detector data and POIs
CN103116696B (en) Personnel based on the mobile phone location data of sparse sampling reside place recognition methods
CN105206046A (en) Big-data-based taxi service station site selection and feasibility evaluation method
CN110796337B (en) System for evaluating service accessibility of urban bus stop
CN108388970B (en) Bus station site selection method based on GIS
Mendiola et al. The relationship between urban development and the environmental impact mobility: A local case study
CN109284918B (en) Urban three-dimensional space compactness measuring method and system
CN111861022A (en) Method for optimizing electric vehicle charging station site selection based on big data analysis
CN104599499B (en) A kind of method and device of distributed statistics traffic location
CN103413178A (en) Sampling-based park-and-ride facility attraction demand quantitative classification calculation method
Li et al. A two-phase clustering approach for urban hotspot detection with spatiotemporal and network constraints
CN110188953B (en) O-D space-time distribution prediction method based on space durin model
CN106844642A (en) A kind of method that the density of population in road network grid is calculated based on GIS
CN111738527B (en) Urban traffic cell division method based on hot spot detection model
Wang et al. A C-DBSCAN algorithm for determining bus-stop locations based on taxi GPS data
CN113128899A (en) Urban commuting feature analysis system based on mobile position data
Zhao et al. Understanding urban traffic flow characteristics from the network centrality perspective at different granularities
Zhang et al. Computing turn delay in city road network with GPS collected trajectories
CN118113919A (en) GDP spatialization method
Kong et al. Charging pile siting recommendations via the fusion of points of interest and vehicle trajectories
CN111951546B (en) Method for quantifying safety influence range of congestion charging policy

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20131127

RJ01 Rejection of invention patent application after publication