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International Journal of Research in Engineering and Science (IJRES)
ISSN (Online): 2320-9364, ISSN (Print): 2320-9356
www.ijres.org Volume 3 Issue 8 ǁ August. 2015 ǁ PP.40-48
www.ijres.org 40 | Page
Study On Monorail Sky Train Passenger Landing Facilities
Wang Xin, Fang Yu, Zhang Guo-fu
(College of Urban Railway Transportation, Shanghai University of Engineering Science, Shanghai 201620,
China)
ABSTRACT: In order to effectively solve the problem of hanging monorail sky train evacuation of passengers,
three kinds of passengers evacuation equipments are deeply studied. They are independent staircases,
high-altitude operation truck, flexible slip pocket. The structure of these equipments are respectively introduced.
And these economy, timeliness and practical performance are analysed. Then, a comprehensive evaluation
model of hanging monorail sky train evacuation facilities is established based on analytic hierarchy process
(AHP). The composite score for every kind of passengers evacuation equipments is calculated. The results show
that every kind of passenger evacuation facilities in this paper has some defects. It is needed to develop a kind of
economic, efficient and practical hanging monorail sky train passenger evacuation equipment, so as to provide
technical support for the application of this type of vehicle.
Keywords: monorail sky train; passenger evacuation; analytic hierarchy process; comprehensive evaluation
I. INTRODUCTION
In the 1980s, a kind of hanging monorail sky train system with friendly environmental began to be
developed in Germany. This public transportation system had small impact on the original building and
environment, and it can get alone with existing public transportation system. After years of development, more
and more sky train lines came into use in Germany, Japan and other countries. In 2011, the Air Train
International introduced the technology of H - Bahn into China,and then in 2014, a shrunken model of sky train
vehicle appear in the 16th China International Industry Fair.
Compared with the traditional urban rail transit system, the sky train system has certain advantages. For
example, it cost less time and it needs less land. Because of its carbody under the rail, people in this kind of
public transportation system is hard to evacuate in case of emergency. In the reference [1], the author puts
forward that the trouble of hanging monorail sky train unable to be quickly handled in emergency.
In this paper, three kinds of passengers evacuation equipments will be compared. Hope to provide certain
technical support for the application of this type of vehicle in china.
II. Sky Train Passenger Landing Facilities
Currently, the solution of hanging monorail sky train evacuation of passengers can be divided into waiting
for save left in faulted vehicle and falling to the ground. These two solution complement each other. The
solution waiting for save left in faulted vehicle rely on the specialized rescue vehicles, and if the rescue vehicles
could’t arrive for some reason, people should fall to the ground timely. There are three kinds of landing facilities
to use. They are independent staircases, high-altitude operation truck and flexible slip pocket.
A The Independent Staircases
There have been a large amount of application about the independent staircases[2]
. For example, the
Study on Monorail Sky train Passenger Landing Facilities
www.ijres.org 41 | Page
independent staircases and flexible slip pocket of Chiba Urban Monorail in Japan have been shown in Figure 1.
The independent staircases used in hanging monorail sky train have a evacuation platform near the floor of the
vehicle, and between the platform and ground, there is stairs. The independent staircases is supported by an
independent pillar.
B The High-altitude Operation Truck
The high-altitude operation truck like fire trucks, can rapidly reach the failed vehicle, then transfer
passengers to the ground through its lift arm platform , as shown in figure 2.
Fig. 1 The independent staircases and flexible slip pocket of Chiba Urban Monorail in Japan
Fig. 2 The high-altitude operation truck
C The Flexible Slip Pocket
Japanese transplanted the flexible slip pocket used in high-rise to the hanging monorail sky train system
after introducing this kind of public transit system, as shown in figure 1.To cope with this kind of rescue
equipment, an exit need to open at the bottom of the vehicles. The upside of the flexible slip pocket should be
fixed on the car body and the downside should be fall down from the exit when the flexible slip pocket is
working. Under the pulling of rescue workers on the ground, the flexible slip pocket turn into two segments.
One of them have a certain Angle with the floor of the vehicle and the another is parallel with ground.
III. Characteristics of the Sky Train Passenger Landing Facilities
According to the existing data, every hanging monorail sky train may be composed of three carriages, can
Study on Monorail Sky train Passenger Landing Facilities
www.ijres.org 42 | Page
host 75 people per carriage, and the maximum height between car floor and ground is 8m.
A The Independent Staircases
The principle and structure of independent staircases which used for hanging monorail sky train is similar to
which sued for The traditional track traffic system’s widest bridge, so the economy of the independent staircases
used for hanging monorail sky train can be estimated by the cost of independent staircases in traditional track
traffic system’s widest bridge. There are three independent staircases in the 2th widest bridge of Liao River in
Beijing-Shanghai High-speed Railway, and the cost of them has been shown in table 1[3]
. According to the date
in table 1, the construction cost of an independent staircase with 1.5m width and 8m height is about 90 thousand
RMB, and the maintenance charge is about 8 hundred RMB per year.
Table 1 the cost of independent staircases in the 2nd bridge of Liao River in Beijing-Shanghai High-speed
Railway
location width、height cost
1 DK544+580 1.5m、9.5m One hundred and ten thousand RMB
2 DK547+580 1.5m、10m one hundred and twenty thousand RMB
3 DK550+400 1.5m、12m one hundred and fifty thousand RMB
The time that All passengers evacuated from the vehicle used can be calculated by the following formula[4]
:
 
1 2
1 2
1
0.9 1
Q Q
T
A N A B

 
   
(1)
Q1 in the formula is the numbers of people in the vehicle, its value is 225 here; Q2 is the numbers of people
on the platform, its value is 0; A1 is the transport capacity of the escalator, its value is 0 here; A2 is the transport
capacity of the stairs, its value is 70 according to the Code for the design of metro (GB 50157-2013)[5]
; N is the
numbers of escalator, its value is 0 here; B is the width of stair, its value is 1.5m here.
In conclusion, it would need 204 seconds that 225 people evacuate from the vehicle.
Independent staircases had a large number of applications in our traditional rail transit bridges and urban
elevated bridge, its technological conditions have been relatively mature. However, in the hanging monorail
sky-train system, the vehicle is at the bottom of the rail. After evacuating from the vehicle, passenger have no
place to stand but to the platform and the independent staircases. So if passengers evacuate from the vehicle by
the independent staircases , the faulted vehicle must have the continue driving ability to arrive at the
independent staircases. This not only increased the dependence on outside conditions, but also reduces the
timeliness. Its practical performance is not good.
B The High-altitude Operation Truck
GKS22 is a kind of typical crank-type high-altitude operation truck, the length of its platform is 1.8m, the
width is 0.9m, and the height is 1.15m. GKS22s’ maximum working height is 20.7m, Can satisfy the
requirement of passenger evacuation in hanging monorail sky train system.
According to the dealers, every GKS22’s price is about 8 hundred thousands RMB, annual maintenance
cost is about 2 thousands RMB.
Assuming that the motion is uniform when the platform is rising and falling, and ignore the passenger
waiting time. Then, the time that all passengers evacuated from the vehicle used can be calculated by the
following formula:
Study on Monorail Sky train Passenger Landing Facilities
www.ijres.org 43 | Page
2
Q H
T
q v
   (2)
In this formula Q is the numbers of people in the vehicle, its value is 225 here; q is the numbers of people
that transit by the high-altitude operation truck every time, its value would be 14 if every square meter can stand
9 people in the platform; H is the working height, its value is 8 here; v is the average lifting speed, its value is
20m/min here.
According to the formula (2), it would need 774 seconds that 225 people evacuate from the vehicle.
The passengers are in a open platform when they are transferred by the high-altitude operation truck, so the
safety of this evacuation facilities is a bit poor than others. Due to the high-altitude operation truck only can
evacuate part of passengers in the vehicle, the scene in evacuating easily disorder. Then professionals are needed
to organize. This increases the difficulty of the operation. The high-altitude operation truck need professional
operation person to drive, this increased the dependence on outside conditions, and reduce the timeliness of
passenger evacuation.
C The Flexible Slip Pocket
There are some date show that the price of The flexible slip pocket used for high-rise is 12 thousands RMB
per meter. The flexible slip pocket used for hanging monorail sky train system is simpler than that used for
high-rise, its price is about 8 thousands RMB per meter. The total length of the flexible slip pocket needed is
about 16m, the construction of the total cost would be one hundred and thirty thousand RMB.
The flexible slip pocket placed in a sealed box at ordinary times, its maintenance and management cost is
about 1000 RMB a year.
When passengers evacuate by the flexible slip pocket, rescuers on the ground can control passengers’ slip
velocity by adjusting the Angle between the car floor and decline period. To make passengers slide smooth, the
internal surface of the flexible slip pocket needs to have certain smoothness. Assumes that the average friction
coefficient is 0.2, and the time interval between passengers is 2s, the time that all passengers evacuated from the
vehicle used can be calculated by the following formula:
2
2( 1)
sin cos
S
T Q
g g  
  

(3)
In this formula S is the length of the incline section in a flexible slip pocket, its value is 14m here; g is the
local acceleration of gravity, its value is 9.8m/s2
; θ is the dip angle, its value is 35°here; μ is the
friction coefficient, its value is 0.2 here; Q is the numbers of people in the vehicle, its value is 225 here.
According to the formula (3), it would need 456 seconds that 225 people evacuate from the vehicle.
Passengers can slide in a semi-enclosed space when evacuate by this kind of evacuation equipments, the
safety of this evacuation facilities is good. However, passengers are not familiar with this kind of equipment,
increase the difficulty of organization and operation. And the flexible slip pocket need professional rescuers on
the ground to participate in to complete the passenger evacuation, have high dependency on the outside
condition.
IV. Comprehensive Evaluation on Sky Train Passenger Landing Facilities
A Evaluation System
Set up an evaluation system about sky train passenger landing facilities as shown in figure 3. The system is
mainly divided into three aspects, they are economic performance, timeliness performance and practical
Study on Monorail Sky train Passenger Landing Facilities
www.ijres.org 44 | Page
performance.
Economic performance means the capital investment of sky train passenger landing facilities, includes the
initial construction investment and maintenance charge. Timeliness performance includes evacuation efficiency
and the advance rate of rescue work. Practical performance includes safety, difficulty about organization and
operation and the performance about dependency on outside condition.
sky train passenger landing facilities evaluation system
economic performance
a1
timeliness performance
a2
practical performance
a3
initial
construction
investment
b1
maintenance
charge
b2
evacuation
efficiency
b3
the
advance
rate of
rescue
work
b4
safety
b5
difficulty
about
organization
and
operation
b6
performanc
e about
dependency
on outside
condition
b7
Fig.3 The sky train passenger landing facilities Evaluation system
B Comprehensive Evaluation Model
According to the Secondary evaluation system established above, method of nine marks is used to
determine the level of the relative importance of indicators, and the corresponding judgment matrix was
constructed.
The economic performance, timeliness performance and practical performance is the first level of
assessment criteria about the sky train passenger landing facilities evaluation system. The judgment matrix is
constructed as following according to these three indicators’ relative important degree.
A1=
1 11
3 3
3 1 1
3 1 1
 
 
 
 
  
(4)
The numbers in the matrix are the relative important degree of the economic performance, timeliness
performance and practical performance. The weights can be calculated by the following formula:
 
1
1
1
1 2
n
ij
i n
j
kj
k
a
w i , , ,n
n
a

 


(5)
In this formula wi is the relative weights, ija and kja are corresponding element in the judgment matrix.
The relative weight of each index can be calculated by formula (5), then the weight vector W1 = (0.1428
0.4286 0.4286)T
is established. Implements matrix consistency inspection by formula (6) :
Study on Monorail Sky train Passenger Landing Facilities
www.ijres.org 45 | Page
1
max
1
max
1
1
n
ij jn
j
i i
I
I
R
I
a w
wn
n
C
n
C
C
R






 



 
 


 



(6)
max is the largest eigenvalue of the judgment matrix; n is the dimension of the judgment matrix; ija is the
corresponding element in judgment matrix; iw , jw are the corresponding element of weight vector; CI is
consistency index of judgment matrix; CR is consistency ratio index of the judgment matrix; RI is random
consistency index, it is generally given by practical experience, the values are shown in table 2[6]
.
According to formula (6) the consistency ratio index of the matrix A1 CR=0<0.1, so matrix A1 satisfies the
requirement of consistency check.
Table 2 the value of RI
Dimension n 3 4 5
RI 0.58 0.90 1.12
The weight of index in first level was calculated and its value was shown in table3.
Table 3 he weight of index in first level
a1 a2 a3 weight
a1 1 1/3 1/3 0.1428
a2 3 1 1 0.4286
a3 3 1 1 0.4286
In a similar way, the relative weights of economic performance, timeliness performance and practical
performance was calculated and shown in table 4-6. According to the result shown in table 3-6, the weights of
evaluation index at all levels in the system were obtained, as shown in table 7.
Table 4 The relative important degree and weight of economic performance
b1 b2 weight
b1 1 7 0.8750
b2 1/7 1 0.1250
Table 5 The relative important degree and weight of timeliness performance
b3 b4 weight
b3 1 1/3 0.25
b4 3 1 0.75
Study on Monorail Sky train Passenger Landing Facilities
www.ijres.org 46 | Page
Table 6 The relative important degree and weight of practical performance
b5 b6 b7 weight
b5 1 5 3 0.6333
b6 1/5 1 1/3 0.1062
b7 1/3 3 1 0.2605
Table 7 the weights of evaluation index at all levels in the sky train passenger landing facilities Evaluation
system
Index in the first
level
weight
Index in the
second level
weight
Weight to the sky train passenger
landing facilities Evaluation system
a1 0.1428
b1 0.8750 0.1249
b2 0.1250 0.0179
a2 0.4286
b3 0.25 0.1072
b4 0.75 0.3214
a3 0.4286
b5 0.6333 0.2714
b6 0.1062 0.0455
b7 0.2605 0.1117
B Analysis of the Example
Due to the unit of index is various, they should be unified before being put together. According to above
analysis, the classification standards of the economic performance and evacuation efficiency can be obtained, as
shown in table 8.
The economic performance and evacuation efficiency can be transformed to 10-point scale score by
formula (7). For the rest of the indicators can be scored in accordance with a 10-point scale, the results are
shown in table 9.
1
1 1
1
( )i
j j j
i i
x x
y y y y
x x

 


   

(7)
In the formula, x is the measured values of indexes. xi and xi+1 are the lower limit and upper limit of the
interval which classed by index measured values, and 1[ , ]i ix x x  ; y is the score of index; yj and yj+1 are the
lower limit and upper limit of the interval which classed by index scores.
Table 8 the classification standards of the economic performance and evacuation efficiency
evaluation index
the classification standards of the economic performance and evacuation efficiency
8~10 6~8 4~6 2~4 0~2
initial construction
investment /10
thousands RMB
0~5 5~10 10~15 15~20 >20
Maintenance
charge/(CNY·year)
0~500 500~1000 1000~1500 1500~2000 >2000
evacuation
efficiency /s
0~300 300~600 600~900 900~1200 >1200
Study on Monorail Sky train Passenger Landing Facilities
www.ijres.org 47 | Page
Table 9 the scores of all indexes
Evaluation index
independent
staircases
high-altitude
operation truck
flexible slip
pocket
initial construction
investment
6.4 2 4.8
Maintenance charge 6.8 2 6
evacuation efficiency 8.64 4.84 6.96
advance rate of
rescue work
6 7 7
safety 9 8 9
difficulty about
organization and
operation
9 7 8.5
performance about
dependency on
outside condition
6 7 7
Each Weight to the sky train passenger landing facilities Evaluation system multiplied by the corresponding
evaluation index score respectively, and the sum of them is the comprehensive score for this kind of evacuation
facilities. The comprehensive scores of these three kinds of passenger evacuation facilities studied in this paper
are shown in table 10.
Table 10 comprehensive scores of the sky train passenger landing facilities
independent
staircases
high-altitude
operation truck
flexible slip
pocket
7.298 6.326 7.314
V. Conclusion
The performance of independent staircases in economy, efficiency, safety, difficulty degree of organization
and operation are good, but this kind of facilities require vehicles can continue to drive in case of accident or
failure. It can't ensure passenger evacuation work went timely.
The score of high-altitude operation truck in various evaluation index is below or equal to the other two
kinds of evacuation facilities. Its comprehensive score is only 6.326, is the lowest score in these three kinds of
evacuation facilities.
Compared with the other two kinds of sky train passenger landing facilities, the score of flexible slip pocket
in each evaluation index is balanced. Its comprehensive score is 7.314, is the highest score in these three kinds
of evacuation facilities.
There are more or less imperfection in sky train passenger landing facilities studied in this paper. A kind of
sky train passenger landing facilities with good economic performance, high evacuation efficiency and good
practical performance is badly in need.
Study on Monorail Sky train Passenger Landing Facilities
www.ijres.org 48 | Page
VI. Acknowledgements
The author would like to acknowledge the support of the Shanghai University of Engineering Scienc
e Innovation Fund for Graduate Students (No. EI-0903-14-01179) and the support of Graduate Student Edu
cation Innovation Plan of Shanghai (No. 13sc002).
References
[1] Qin Wu, Analyzed on the applicability of the sky train, Public Utilities, (6), 2012, 17-21.
[2] Li Mao-peng, Research on evacuation mode, escape efficiency and capacity of seismic about high-speed railway long bridge in
emergency, Southwest Jiaotong University, ME, 2011.
[3] Xiang Qin, Li Yuan-fu, Study on construction patterns of high speed railway bridge escape routes in mountain regions, China
Safety Science Journal, 23(5), 2013, 101-107.
[5] GB50157-2013, Code for the design of metro.
[6] Zhou Gang, Lu Jing, Application of analytic hierarchy process for mode selection of Chongqing rail transit line 4, Urban Mass
Transit, 15(9), 2012, 58-62.

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Study On Monorail Sky Train Passenger Landing Facilities

  • 1. International Journal of Research in Engineering and Science (IJRES) ISSN (Online): 2320-9364, ISSN (Print): 2320-9356 www.ijres.org Volume 3 Issue 8 ǁ August. 2015 ǁ PP.40-48 www.ijres.org 40 | Page Study On Monorail Sky Train Passenger Landing Facilities Wang Xin, Fang Yu, Zhang Guo-fu (College of Urban Railway Transportation, Shanghai University of Engineering Science, Shanghai 201620, China) ABSTRACT: In order to effectively solve the problem of hanging monorail sky train evacuation of passengers, three kinds of passengers evacuation equipments are deeply studied. They are independent staircases, high-altitude operation truck, flexible slip pocket. The structure of these equipments are respectively introduced. And these economy, timeliness and practical performance are analysed. Then, a comprehensive evaluation model of hanging monorail sky train evacuation facilities is established based on analytic hierarchy process (AHP). The composite score for every kind of passengers evacuation equipments is calculated. The results show that every kind of passenger evacuation facilities in this paper has some defects. It is needed to develop a kind of economic, efficient and practical hanging monorail sky train passenger evacuation equipment, so as to provide technical support for the application of this type of vehicle. Keywords: monorail sky train; passenger evacuation; analytic hierarchy process; comprehensive evaluation I. INTRODUCTION In the 1980s, a kind of hanging monorail sky train system with friendly environmental began to be developed in Germany. This public transportation system had small impact on the original building and environment, and it can get alone with existing public transportation system. After years of development, more and more sky train lines came into use in Germany, Japan and other countries. In 2011, the Air Train International introduced the technology of H - Bahn into China,and then in 2014, a shrunken model of sky train vehicle appear in the 16th China International Industry Fair. Compared with the traditional urban rail transit system, the sky train system has certain advantages. For example, it cost less time and it needs less land. Because of its carbody under the rail, people in this kind of public transportation system is hard to evacuate in case of emergency. In the reference [1], the author puts forward that the trouble of hanging monorail sky train unable to be quickly handled in emergency. In this paper, three kinds of passengers evacuation equipments will be compared. Hope to provide certain technical support for the application of this type of vehicle in china. II. Sky Train Passenger Landing Facilities Currently, the solution of hanging monorail sky train evacuation of passengers can be divided into waiting for save left in faulted vehicle and falling to the ground. These two solution complement each other. The solution waiting for save left in faulted vehicle rely on the specialized rescue vehicles, and if the rescue vehicles could’t arrive for some reason, people should fall to the ground timely. There are three kinds of landing facilities to use. They are independent staircases, high-altitude operation truck and flexible slip pocket. A The Independent Staircases There have been a large amount of application about the independent staircases[2] . For example, the
  • 2. Study on Monorail Sky train Passenger Landing Facilities www.ijres.org 41 | Page independent staircases and flexible slip pocket of Chiba Urban Monorail in Japan have been shown in Figure 1. The independent staircases used in hanging monorail sky train have a evacuation platform near the floor of the vehicle, and between the platform and ground, there is stairs. The independent staircases is supported by an independent pillar. B The High-altitude Operation Truck The high-altitude operation truck like fire trucks, can rapidly reach the failed vehicle, then transfer passengers to the ground through its lift arm platform , as shown in figure 2. Fig. 1 The independent staircases and flexible slip pocket of Chiba Urban Monorail in Japan Fig. 2 The high-altitude operation truck C The Flexible Slip Pocket Japanese transplanted the flexible slip pocket used in high-rise to the hanging monorail sky train system after introducing this kind of public transit system, as shown in figure 1.To cope with this kind of rescue equipment, an exit need to open at the bottom of the vehicles. The upside of the flexible slip pocket should be fixed on the car body and the downside should be fall down from the exit when the flexible slip pocket is working. Under the pulling of rescue workers on the ground, the flexible slip pocket turn into two segments. One of them have a certain Angle with the floor of the vehicle and the another is parallel with ground. III. Characteristics of the Sky Train Passenger Landing Facilities According to the existing data, every hanging monorail sky train may be composed of three carriages, can
  • 3. Study on Monorail Sky train Passenger Landing Facilities www.ijres.org 42 | Page host 75 people per carriage, and the maximum height between car floor and ground is 8m. A The Independent Staircases The principle and structure of independent staircases which used for hanging monorail sky train is similar to which sued for The traditional track traffic system’s widest bridge, so the economy of the independent staircases used for hanging monorail sky train can be estimated by the cost of independent staircases in traditional track traffic system’s widest bridge. There are three independent staircases in the 2th widest bridge of Liao River in Beijing-Shanghai High-speed Railway, and the cost of them has been shown in table 1[3] . According to the date in table 1, the construction cost of an independent staircase with 1.5m width and 8m height is about 90 thousand RMB, and the maintenance charge is about 8 hundred RMB per year. Table 1 the cost of independent staircases in the 2nd bridge of Liao River in Beijing-Shanghai High-speed Railway location width、height cost 1 DK544+580 1.5m、9.5m One hundred and ten thousand RMB 2 DK547+580 1.5m、10m one hundred and twenty thousand RMB 3 DK550+400 1.5m、12m one hundred and fifty thousand RMB The time that All passengers evacuated from the vehicle used can be calculated by the following formula[4] :   1 2 1 2 1 0.9 1 Q Q T A N A B        (1) Q1 in the formula is the numbers of people in the vehicle, its value is 225 here; Q2 is the numbers of people on the platform, its value is 0; A1 is the transport capacity of the escalator, its value is 0 here; A2 is the transport capacity of the stairs, its value is 70 according to the Code for the design of metro (GB 50157-2013)[5] ; N is the numbers of escalator, its value is 0 here; B is the width of stair, its value is 1.5m here. In conclusion, it would need 204 seconds that 225 people evacuate from the vehicle. Independent staircases had a large number of applications in our traditional rail transit bridges and urban elevated bridge, its technological conditions have been relatively mature. However, in the hanging monorail sky-train system, the vehicle is at the bottom of the rail. After evacuating from the vehicle, passenger have no place to stand but to the platform and the independent staircases. So if passengers evacuate from the vehicle by the independent staircases , the faulted vehicle must have the continue driving ability to arrive at the independent staircases. This not only increased the dependence on outside conditions, but also reduces the timeliness. Its practical performance is not good. B The High-altitude Operation Truck GKS22 is a kind of typical crank-type high-altitude operation truck, the length of its platform is 1.8m, the width is 0.9m, and the height is 1.15m. GKS22s’ maximum working height is 20.7m, Can satisfy the requirement of passenger evacuation in hanging monorail sky train system. According to the dealers, every GKS22’s price is about 8 hundred thousands RMB, annual maintenance cost is about 2 thousands RMB. Assuming that the motion is uniform when the platform is rising and falling, and ignore the passenger waiting time. Then, the time that all passengers evacuated from the vehicle used can be calculated by the following formula:
  • 4. Study on Monorail Sky train Passenger Landing Facilities www.ijres.org 43 | Page 2 Q H T q v    (2) In this formula Q is the numbers of people in the vehicle, its value is 225 here; q is the numbers of people that transit by the high-altitude operation truck every time, its value would be 14 if every square meter can stand 9 people in the platform; H is the working height, its value is 8 here; v is the average lifting speed, its value is 20m/min here. According to the formula (2), it would need 774 seconds that 225 people evacuate from the vehicle. The passengers are in a open platform when they are transferred by the high-altitude operation truck, so the safety of this evacuation facilities is a bit poor than others. Due to the high-altitude operation truck only can evacuate part of passengers in the vehicle, the scene in evacuating easily disorder. Then professionals are needed to organize. This increases the difficulty of the operation. The high-altitude operation truck need professional operation person to drive, this increased the dependence on outside conditions, and reduce the timeliness of passenger evacuation. C The Flexible Slip Pocket There are some date show that the price of The flexible slip pocket used for high-rise is 12 thousands RMB per meter. The flexible slip pocket used for hanging monorail sky train system is simpler than that used for high-rise, its price is about 8 thousands RMB per meter. The total length of the flexible slip pocket needed is about 16m, the construction of the total cost would be one hundred and thirty thousand RMB. The flexible slip pocket placed in a sealed box at ordinary times, its maintenance and management cost is about 1000 RMB a year. When passengers evacuate by the flexible slip pocket, rescuers on the ground can control passengers’ slip velocity by adjusting the Angle between the car floor and decline period. To make passengers slide smooth, the internal surface of the flexible slip pocket needs to have certain smoothness. Assumes that the average friction coefficient is 0.2, and the time interval between passengers is 2s, the time that all passengers evacuated from the vehicle used can be calculated by the following formula: 2 2( 1) sin cos S T Q g g       (3) In this formula S is the length of the incline section in a flexible slip pocket, its value is 14m here; g is the local acceleration of gravity, its value is 9.8m/s2 ; θ is the dip angle, its value is 35°here; μ is the friction coefficient, its value is 0.2 here; Q is the numbers of people in the vehicle, its value is 225 here. According to the formula (3), it would need 456 seconds that 225 people evacuate from the vehicle. Passengers can slide in a semi-enclosed space when evacuate by this kind of evacuation equipments, the safety of this evacuation facilities is good. However, passengers are not familiar with this kind of equipment, increase the difficulty of organization and operation. And the flexible slip pocket need professional rescuers on the ground to participate in to complete the passenger evacuation, have high dependency on the outside condition. IV. Comprehensive Evaluation on Sky Train Passenger Landing Facilities A Evaluation System Set up an evaluation system about sky train passenger landing facilities as shown in figure 3. The system is mainly divided into three aspects, they are economic performance, timeliness performance and practical
  • 5. Study on Monorail Sky train Passenger Landing Facilities www.ijres.org 44 | Page performance. Economic performance means the capital investment of sky train passenger landing facilities, includes the initial construction investment and maintenance charge. Timeliness performance includes evacuation efficiency and the advance rate of rescue work. Practical performance includes safety, difficulty about organization and operation and the performance about dependency on outside condition. sky train passenger landing facilities evaluation system economic performance a1 timeliness performance a2 practical performance a3 initial construction investment b1 maintenance charge b2 evacuation efficiency b3 the advance rate of rescue work b4 safety b5 difficulty about organization and operation b6 performanc e about dependency on outside condition b7 Fig.3 The sky train passenger landing facilities Evaluation system B Comprehensive Evaluation Model According to the Secondary evaluation system established above, method of nine marks is used to determine the level of the relative importance of indicators, and the corresponding judgment matrix was constructed. The economic performance, timeliness performance and practical performance is the first level of assessment criteria about the sky train passenger landing facilities evaluation system. The judgment matrix is constructed as following according to these three indicators’ relative important degree. A1= 1 11 3 3 3 1 1 3 1 1            (4) The numbers in the matrix are the relative important degree of the economic performance, timeliness performance and practical performance. The weights can be calculated by the following formula:   1 1 1 1 2 n ij i n j kj k a w i , , ,n n a      (5) In this formula wi is the relative weights, ija and kja are corresponding element in the judgment matrix. The relative weight of each index can be calculated by formula (5), then the weight vector W1 = (0.1428 0.4286 0.4286)T is established. Implements matrix consistency inspection by formula (6) :
  • 6. Study on Monorail Sky train Passenger Landing Facilities www.ijres.org 45 | Page 1 max 1 max 1 1 n ij jn j i i I I R I a w wn n C n C C R                       (6) max is the largest eigenvalue of the judgment matrix; n is the dimension of the judgment matrix; ija is the corresponding element in judgment matrix; iw , jw are the corresponding element of weight vector; CI is consistency index of judgment matrix; CR is consistency ratio index of the judgment matrix; RI is random consistency index, it is generally given by practical experience, the values are shown in table 2[6] . According to formula (6) the consistency ratio index of the matrix A1 CR=0<0.1, so matrix A1 satisfies the requirement of consistency check. Table 2 the value of RI Dimension n 3 4 5 RI 0.58 0.90 1.12 The weight of index in first level was calculated and its value was shown in table3. Table 3 he weight of index in first level a1 a2 a3 weight a1 1 1/3 1/3 0.1428 a2 3 1 1 0.4286 a3 3 1 1 0.4286 In a similar way, the relative weights of economic performance, timeliness performance and practical performance was calculated and shown in table 4-6. According to the result shown in table 3-6, the weights of evaluation index at all levels in the system were obtained, as shown in table 7. Table 4 The relative important degree and weight of economic performance b1 b2 weight b1 1 7 0.8750 b2 1/7 1 0.1250 Table 5 The relative important degree and weight of timeliness performance b3 b4 weight b3 1 1/3 0.25 b4 3 1 0.75
  • 7. Study on Monorail Sky train Passenger Landing Facilities www.ijres.org 46 | Page Table 6 The relative important degree and weight of practical performance b5 b6 b7 weight b5 1 5 3 0.6333 b6 1/5 1 1/3 0.1062 b7 1/3 3 1 0.2605 Table 7 the weights of evaluation index at all levels in the sky train passenger landing facilities Evaluation system Index in the first level weight Index in the second level weight Weight to the sky train passenger landing facilities Evaluation system a1 0.1428 b1 0.8750 0.1249 b2 0.1250 0.0179 a2 0.4286 b3 0.25 0.1072 b4 0.75 0.3214 a3 0.4286 b5 0.6333 0.2714 b6 0.1062 0.0455 b7 0.2605 0.1117 B Analysis of the Example Due to the unit of index is various, they should be unified before being put together. According to above analysis, the classification standards of the economic performance and evacuation efficiency can be obtained, as shown in table 8. The economic performance and evacuation efficiency can be transformed to 10-point scale score by formula (7). For the rest of the indicators can be scored in accordance with a 10-point scale, the results are shown in table 9. 1 1 1 1 ( )i j j j i i x x y y y y x x           (7) In the formula, x is the measured values of indexes. xi and xi+1 are the lower limit and upper limit of the interval which classed by index measured values, and 1[ , ]i ix x x  ; y is the score of index; yj and yj+1 are the lower limit and upper limit of the interval which classed by index scores. Table 8 the classification standards of the economic performance and evacuation efficiency evaluation index the classification standards of the economic performance and evacuation efficiency 8~10 6~8 4~6 2~4 0~2 initial construction investment /10 thousands RMB 0~5 5~10 10~15 15~20 >20 Maintenance charge/(CNY·year) 0~500 500~1000 1000~1500 1500~2000 >2000 evacuation efficiency /s 0~300 300~600 600~900 900~1200 >1200
  • 8. Study on Monorail Sky train Passenger Landing Facilities www.ijres.org 47 | Page Table 9 the scores of all indexes Evaluation index independent staircases high-altitude operation truck flexible slip pocket initial construction investment 6.4 2 4.8 Maintenance charge 6.8 2 6 evacuation efficiency 8.64 4.84 6.96 advance rate of rescue work 6 7 7 safety 9 8 9 difficulty about organization and operation 9 7 8.5 performance about dependency on outside condition 6 7 7 Each Weight to the sky train passenger landing facilities Evaluation system multiplied by the corresponding evaluation index score respectively, and the sum of them is the comprehensive score for this kind of evacuation facilities. The comprehensive scores of these three kinds of passenger evacuation facilities studied in this paper are shown in table 10. Table 10 comprehensive scores of the sky train passenger landing facilities independent staircases high-altitude operation truck flexible slip pocket 7.298 6.326 7.314 V. Conclusion The performance of independent staircases in economy, efficiency, safety, difficulty degree of organization and operation are good, but this kind of facilities require vehicles can continue to drive in case of accident or failure. It can't ensure passenger evacuation work went timely. The score of high-altitude operation truck in various evaluation index is below or equal to the other two kinds of evacuation facilities. Its comprehensive score is only 6.326, is the lowest score in these three kinds of evacuation facilities. Compared with the other two kinds of sky train passenger landing facilities, the score of flexible slip pocket in each evaluation index is balanced. Its comprehensive score is 7.314, is the highest score in these three kinds of evacuation facilities. There are more or less imperfection in sky train passenger landing facilities studied in this paper. A kind of sky train passenger landing facilities with good economic performance, high evacuation efficiency and good practical performance is badly in need.
  • 9. Study on Monorail Sky train Passenger Landing Facilities www.ijres.org 48 | Page VI. Acknowledgements The author would like to acknowledge the support of the Shanghai University of Engineering Scienc e Innovation Fund for Graduate Students (No. EI-0903-14-01179) and the support of Graduate Student Edu cation Innovation Plan of Shanghai (No. 13sc002). References [1] Qin Wu, Analyzed on the applicability of the sky train, Public Utilities, (6), 2012, 17-21. [2] Li Mao-peng, Research on evacuation mode, escape efficiency and capacity of seismic about high-speed railway long bridge in emergency, Southwest Jiaotong University, ME, 2011. [3] Xiang Qin, Li Yuan-fu, Study on construction patterns of high speed railway bridge escape routes in mountain regions, China Safety Science Journal, 23(5), 2013, 101-107. [5] GB50157-2013, Code for the design of metro. [6] Zhou Gang, Lu Jing, Application of analytic hierarchy process for mode selection of Chongqing rail transit line 4, Urban Mass Transit, 15(9), 2012, 58-62.