営業列車を活用した
軌道状態監視システムの構築に関する研究
森 裕 貴
1 1
1.1 . . . 1
1.1.1 . . . 1
1.1.2 . . . 3
1.1.3 . . . 5
1.2 . . . 7
1.2.1 . . . 7
1.2.2 . . . 8
1.2.3 . . . 10
1.2.4 . . . 13
1.2.5 . . . 16
1.2.6 . . . 17
1.3 . . . 21
1.3.1 . . . 21
1.3.2 . . . 22
1.4 . . . 25
1.4.1 . . . 25
1.4.2 . . . 26
1.5 . . . 28
1.6 . . . 30
1.7 . . . 32
2 34 2.1 . . . 34
2.2 . . . 35
2.2.1 RMS . . . 35
2.2.2 . . . 36
2.3.1 . . . 38
2.3.2 . . . 38
2.4 . . . 42
2.4.1 . . . 42
2.4.2 . . . 42
2.4.3 . . . 43
2.5 . . . 49
2.5.1 . . . 49
2.5.2 . . . 58
2.5.3 . . . 64
2.6 . . . 70
2.6.1 RMS . . . 70
2.6.2 . . . 73
2.7 . . . 75
3 77 3.1 . . . 77
3.2 . . . 77
3.2.1 . . . 77
3.2.2 . . . 80
3.2.3 . . . 82
3.2.4 . . . 86
3.2.5 . . . 88
3.3 . . . 89
3.3.1 . . . 89
3.3.2 . . . 93
3.3.3 . . . 94
3.3.4 . . . 94
3.3.5 . . . 94
3.4 . . . 95
3.4.1 . . . 95
4 105
4.1 . . . 105
4.2 . . . 105
4.3 . . . 107
4.3.1 . . . 108
4.3.2 . . . 114
4.3.3 . . . 122
4.4 . . . 124
4.4.1 RMS . . . 125
4.4.2 . . . 134
4.5 . . . 139
4.5.1 . . . 140
4.5.2 . . . 145
4.6 . . . 149
5 151
155 160
St u dy on Developm en t of Tr a ck Condit ion Mon it or in g Syst em Usin g In -ser vice Ra ilwa y Veh icles
H ir ot a ka Mor i
Con dit ion m on it or in g of r a ilwa y t r a ck s a r e essen t ia l in en su r in g t h e sa fet y of r a ilwa ys.
In -ser vice veh icles equ ipped wit h sen sor s a n d GP S syst em s ca n a ct a s pr obes t o det ect a n d a n a lyze veh icle vibr a t ion . Th ey m a y a lso dr a m a t ica lly ch a n ge t h e cu r r en t st yle of r a il m a in t en a n ce, t h u s con t r ibu t in g t o t h e est a blish m en t of sa fer t r a n spor t syst em s. Su ch t r a in s a r e kn own a s pr obe veh icles. Th e pr obe veh icle ca n ch a n ge t h e cu r r en t m a in t en a n ce st yle t o a focu s on loca t ion s r ega r ded a s essen t ia l m a in t en a n ce a r ea s, u t ilizin g da t a a cqu ir ed by h igh fr equ en cy m on it or in g of a ct u a l vibr a t ion t oget h er wit h posit ion a l in for m a t ion obt a in ed by GP S. F or t h is pu r pose, con dit ion m on it or in g syst em of r a ilwa y t r a ck u sin g in -ser vice r a ilwa y veh icles h a s developed. Mon it or in g ba sed on in for m a t ion obt a in ed by developed syst em m a y en a ble t h e det ect ion of t r a ck fa u lt s a t a n ea r ly st a ge, t h u s con t r ibu t in g t o t h e r evit a liza t ion of loca l r a ilwa ys by m a kin g m a in t en a n ce t a sk s m or e efficien t .
In t h is pa per, t h e developm en t of t r a ck con dit ion m on it or in g syst em u sin g in -ser vice r a ilwa y veh icles fr om ca r -body vibr a t ion is descr ibed. Th is pa per a lso in t r odu ces ou r lon g t er m exper ien ce in J a pa n ese r a ilwa y t r a ck con dit ion m on it or in g u sin g in -ser vice r a ilwa y veh icles.
Ch a pt er 1 descr ibes pr oblem s of t r a ck m a in t en a n ce a n d t h e ba ckgr ou n d of t h e con dit ion m on it or in g of r a ilwa y t r a cks.
Ch a pt er 2 descr ibes det ect ion m et h ods of t r a ck fa u lt s fr om ca r-body a cceler a t ion u sin g r oot m ea n squ a r e (RMS) va lu e a n d wa velet t r a n sfor m . It is sh own t h a t t h e RMS va lu e of t h e ca r-body a cceler a t ion a n d r oll r a t e a r e u sefu l for t h e det ect ion of t r a ck fa u lt s. Th e wa velet t r a n sfor m t h a t ch a n ges t im e-fr equ en cy win dow size a u t om a t ica lly is em ployed for obt a in in g det a il in for m a t ion of t h e t r a ck fa u lt s. An in ver se a n a lysis is a lso pr oposed t o est im a t e t r a ck ir r egu la r it y fr om ca r-body a cceler a t ion .
1
1.1
1.1.1
[1]
1.1.1 [2] 1993
227 2002
2014 236
1.1.1: [2]
2011 3 11
10
BRT bus rapid transit
.
1.1.2
,
.
2014 CO2
1.1.2[3]
CO2
1.1.2: [3]
1.1.3
1.1.3 [4]
1.1.4 26
97.4
10 10
15 .
.
. .
1.1.3: [4]
1.2
1.2.1
1.2.2
1.2.1
[5]
1.2.1:
[6]
9
1.2.3
[7]
1. Longitudinal level irregularity 10m
2. Alignment irregularity 10m
1500mm
4. Gauge irregularity
5. Twist irregularity
2.5m 5.0m
[7]
1.2.2:
1.2.3:
1.2.4:
1.2.5:
1.2.4
5
10m
10m [7]
3 [8]
2 1.13
3
10m [9, 10, 11]
1.14 270km/h
East.i 1.15 275km/h
[12]
5m 5m
1.2.7: 10m
2.5m 17.5m
1.2.8:
1.2.9:
1.2.10: East.i
1.2.5
. .
.
20 30km/h
.
1.2.6
JR
[13]
1.2 24
1.18 4
2 2 3
1.2.1:
0%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
㒔ᕷ㧗㏿㕲㐨ィ ࠺ࡕᆅୗ㕲 ㊰㠃㟁㌴ィ ᆅ᪉᪑ᐈ㕲㐨ィ
ῶ౯ൾ༷㈝
ㅖ⛯
୍⯡⟶⌮㈝
ཌ⏕⚟タ㈝
ෆᐉఏ㈝
㍺㏦⟶⌮㈝
ಖᏲ⟶⌮㈝
㐠㍺㈝
㐠㌿㈝
㌴୧ಖᏑ㈝
㟁㊰ಖᏑ㈝
⥺㊰ಖᏑ㈝
ᖹᡂ䠎䠐ᖺᗘ㕲㐨⤫ィᖺሗ
ฟᒎ䠖ᖹᡂ24ᖺᗘ㕲㐨⤫ィᖺሗ
1.2.11:
タಖ᭷
ಀࡿ⤒㈝
㍺㏦┤᥋ ᚲせ࡞⤒㈝
ࡑࡢ⤒㈝
ᖹᡂ䠎䠐ᖺᗘ㕲㐨⤫ィᖺሗ
ฟᒎ䠖ᖹᡂ24ᖺᗘ㕲㐨⤫ィᖺሗ
タಖ᭷䛻ಀ䜛⤒㈝
䠄⥺㊰ಖᏑ㈝䠈㟁㊰ಖᏑ㈝䠈
㌴୧ಖᏑ㈝䠈ಖᏲ⟶⌮㈝䠈ῶ౯ൾ༷㈝䠅
㍺㏦䛻┤᥋ᚲせ䛺⤒㈝
䠄㐠㌿㈝䠈㐠㍺㈝䠈㍺㏦⟶⌮㈝䠅 䛭䛾䛾⤒㈝
䠄ෆᐉఏ㈝䠈ཌ⏕⚟ཌ⏕㈝䠈
୍⯡⟶⌮㈝䠈ㅖ⛯䠅
1.2.12:
.
70 7
[14]
1.19 45
[15]
.
7 9
.
1.3
1.3.1
Schenkendorf [25]
PHM Population Health Management
1.3.1
1.3.1:
1.3.2
[17, 18]
Waston [19, 20, 21]
[22, 23] .
.
1.2.6
1.3.2
•
•
1.3.2:
1.4
1.4.1
[26]
Probe
ABS GPS
•
•
•
• ABS
GPS
1.4.2
GPS
1.4.1 [27, 29]
[28] [30]
.
- 2
1.4.1:
1.5
.
.
.
.
1.6
1.6.1
.
1.6.1:
1.7
5 1.7.1
. 1
. 2
. (RMS Root Mean
Square
. .
3
4 2 3
5
1.7.1:
2
2.1
2.2
RMS
2.2.1
2.2.1:
2.2.1 RMS
p-p peak to peak 3.5m/s2 p-p 2.5m/s2
p-p RMS
p-p
RMS RMS
p-p RMS
2.2.2
RMS [33]
2 [33]
2.2.3
RMS
mm mm
[34]
2.3 RMS
2.3.1
RMS
x(τ) RMS 2.3.1
RM S(t) =
!"
"
# 1 N
t+N$−1 τ=1
x(τ)2 (2.3.1)
RMS
t 0.0012s RMS
N = 26 0.0318s N
2.3.2
2.3.1
50km/h 300m Table.2.3.1
mt
mt It θt2 Zt2 It θt1
kp cp kp cp kp cp kp cp
ks cs ks cs
mb
2lb
Ib θb Zb
2lt
Zt1 ν
2.3.1: 6
2.3.1: 6
Symbol Description Unit Value
mb Car-body mass kg 14600
mt Truck mass kg 2400
Ib Car-body inertia kgm2 500452
It Truck pitch inertia kgm2 2773.5
2lb Car-body base m 14.1
2lt Wheel base m 2.15
kp Primary suspension vertical stiffness kN/m 1090 ks Secondary suspension vertical stiffness kN/m 329 cp Primary suspension vertical damping kNs/m 19.6 cs Secondary suspension vertical damping kNs/m 27.2
v Vehicle speed km/h 50
2.3.2
[35] A1 = 3 10−5 1 = 6.7 V = 13.9m/s
1 2.3.2
40m 60m
2 145m 155m 10m
1mm 175Hz
0.08m 250m 2mm
2.3.3
G(s) = 2π√ A1V s+ 1
(2.3.2)
0 50 100 150 200 250 300
-40 -20 0 20 40
Track irregularity [mm]
Distance [m]
irregularity 2.3.2:
Track irregularity [mm]
Distance [m]
0 50 100 150 200 250 300
-40 -20 0 20 40
Track irregularity Corrugation Step
2.3.3:
2.3.1 820[Hz]
2.3.4 1×10−3m/s2
0 50 100 150 200 250 300
-3 0 3
Car-body vertical acceleration [m/s2]
Distance [m]
2.3.4:
RMS
2.3.5 2.3.1
RMS 2.3.5 50m
50m RMS
2.3.5: RMS
2.4
2.4.1
x(t) ψ(t)
2.4.1
(Wψx)(a, b) =
% ∞
−∞
√1 aψ
&
t−b a
'
x(t)dt (2.4.1)
a b
ψ(x) b
1/a (Wψf)(b, a) b
1/a
2.4.2
2.4.1 a b 2.4.2
Dm,n =
% ∞
−∞
x(t)ψm,n(t)dt (2.4.2)
ψm,n(t) = 2−m/2ψ(2−mt−n) (2.4.3)
x(t) =
$∞ n=−∞
Am0,nφm0,n(t) +
m0
$
m=−∞
$∞ n=−∞
Dm,nψm,n(t) (2.4.4) φm,n(t)
φm,n(t) = 2−m/2φ(2−mt−n) (2.4.5)
Am,n =
% ∞
−∞
x(t)φm,n(t)dt (2.4.6)
m dm(t) =
$∞ n=−∞
Dm,nψm,n(t) (2.4.7)
x(t)
x(t) = xm0(t) +
m0
$
m=−∞
dm(t) (2.4.8)
2.4.3
RMS
2.3.1 2.3.2
2.3.4
2.4.1
0.08m 50km/h 174Hz
2.4.1(b) 250m
2.4.1(c)
1Hz [36] 50m
Distance [m]
333.1 256.3 208.2 175.3 151.4
Frequency[Hz]
0 50 100 150 200 250 300
0.1
0 0.05
Distance [m]
44.42 0.3
Frequency[Hz] (a)Signal plane(333-151[Hz])
44.42 33.31 26.65 22.21 19.04
0.3
0 0.15
0 50 100 150 200 250 300
Distance [m]
Frequency[Hz]
3.331 24
Frequency[Hz] (b)Signal plane(44.4-19[Hz])
3.331 2.082 1.514 1.19 0.98
0 50 100 150 200 250 300
Distance [m]
24
0 12
Frequency[Hz]
(c)Signal plane(3.33-0.98[Hz]) 2.4.1:
2.4.2
Daubechies 8
[37] m0 = 6
2.4.2
d1 d2 d3
d4 a6
2.4.3 2.4.3(a) 150m
d3 d4 2.4.3(b)
250m
d3 2.4.3(c) 50m
2 2.4.3(a)(b)
RMS
-0.05 0 0.05 d2:(205- 103Hz)
0 50 100 150 200 250 300
-0.05 0 0.05 d3:(103- 51.3Hz)
0 50 100 150 200 250 300
-0.2 0 0.2 d5:(25.6- 12.8Hz)
0 50 100 150 200 250 300
-1 0 1 d6:(12.8- 6.41Hz)
0 50 100 150 200 250 300
Distance [m]
Distance [m]
Distance [m]
Distance [m]
-0.1 0 0.1 d4:(51.3- 25.6Hz)
0 50 100 150 200 250 300
Distance [m]
-2 0 2 a6: (6.41Hz-)
0 50 100 150 200 250 300
Distance [m]
-0.02 0 0.02 d1: (410- 205Hz)
0 50 100 150 200 250 300
Distance [m]
Car-body vertical acceleration [m/s2]
0 2
-20 50 100 150 200 250 300
Distance [m]
ᡂᙧ䝣䜱 䝹䝍⏝
ᵓᡂᡂศ Ἴ≧ᦶ⪖䢪䣦䢳䢭䣦䢴凛
ᵓᡂᡂศ ẁᕪ䢪䣦䢵䢭䣦䢶凛
ᵓᡂᡂศ 㧗ప≬傪䢪䣣䢸凛
ᵓᡂᡂศ 㧗ప≬傪䢪䣣䢸䢭䣦䢸凛
ᵓᡂᡂศ 㧗ప≬傪䢪䣆䢸䢭䣣䢸䢭䣆䢷䢫ᵓᡂᡂศ Ἴ≧ᦶ⪖䢪䣆䢳䢭䣆䢴凛
ᵓᡂᡂศ ẁᕪ
䢪䣆䢵䢭䣆䢶䢫
2.4.2:
(a)Reconstructed signal (d1+d2: 410Hz - 103Hz)
(b)Reconstructed signal(d3+d4: 51.3Hz - 25.6Hz)
(c)Reconstructed signal((a6: 6.4Hz - ) 2.4.3:
2.5
2.5.1
2.5.1 1
2 2
6 1 Zc Zt1
Zt2 θc θt1
θt2 r1a r1b r2a r2b
2.5.1: 6
Z¨c
Z¨t1 Z¨t2
Z˙c
Z˙t1 Z˙t2
Zc
Zt1 Zt2
θ¨c
θ¨t1 θ¨t2
θ˙c
θ˙t1 θ˙t2
θc
θt1 θt2
r1a 1
r1b 2
r2a 3
r2b 4
Ic
It
mc
mt
lc
lt
ks
c
Z¨c = m1c(
csZ˙t1+csZ˙t2−2csZ˙c+ksZt1+ksZt2−2ksZc
)
(2.5.1)
θ¨c = 1 Ic
(−cslcZ˙t1+cslcZ˙t2−2csl2cθ˙c −kslcZt1 +kslcZt2−2ksl2cθc
)
(2.5.2)
Z¨t1 = m1t{(−cs−2cp) ˙Zt1+csZ˙c+cslcθ˙c+ (−ks−2kp)Zt1
+ksZc +kslcθc+cpr˙1a+cpr˙1b+kpr1a+kpr1b (2.5.3)
θ¨t1 = 1 It
(−cpltr˙1a+cpltr˙1b−2cpl2tθ˙t1−kpltr1a+kpltr1b−2kpl2tθt1) (2.5.4)
Z¨t2 = 1
mt{(−cs−2cp) ˙Zt2+csZ˙c −cslcθ˙c + (−ks−2kp)Zt2
+ksZc−kslcθc +cpr˙2a+cpr˙2b+kpr2a+kpr2b (2.5.5)
θ¨t2 = 1 It
(−cpltr˙2a+cpltr˙2b−2cpl2tθ˙t2−kpltr2a+kpltr2b−2kpl2tθt2
)
(2.5.6)
(2.5.1)∼ (2.5.6) MCK (2.5.7)
MZ(t) +¨ CZ(t) +˙ KZ(t) =Dr˙(t) +Er(t) (2.5.7)
M C K Z¨ Z˙
Z r r˙
M = diag*
mc Ic/l2c mt It/lt2 mt It/lt2+
(2.5.8)
C =
⎡
⎢⎢
⎢⎢
⎢⎢
⎢⎢
⎣
2cs 0 −cs 0 −cs 0
0 2cs −cs 0 cs 0
−cs −cs 2cp+cs 0 0 0
0 0 0 2cp 0 0
−cs cs 0 0 2cp+cs 0
0 0 0 0 0 2cp
⎤
⎥⎥
⎥⎥
⎥⎥
⎥⎥
⎦
(2.5.9)
K =
⎡
⎢⎢
⎢⎢
⎢⎢
⎢⎢
⎣
2ks 0 −ks 0 −ks 0
0 2ks −ks 0 ks 0
−ks −ks 2kp +ks 0 0 0
0 0 0 2kp 0 0
−ks ks 0 0 2kp+ks 0
0 0 0 0 0 2kp
⎤
⎥⎥
⎥⎥
⎥⎥
⎥⎥
⎦
(2.5.10)
D =
⎡
⎢⎢
⎢⎢
⎢⎢
⎢⎢
⎣
0 0 0 0
0 0 0 0
cp cp 0 0
cp −cp 0 0 0 0 cp cp
0 0 cp −cp
⎤
⎥⎥
⎥⎥
⎥⎥
⎥⎥
⎦
(2.5.11)
E =
⎡
⎢⎢
⎢⎢
⎢⎢
⎢⎢
0 0 0 0
0 0 0 0
kp kp 0 0
kp −kp 0 0
⎤
⎥⎥
⎥⎥
⎥⎥
⎥⎥
(2.5.12)
1
MCK 2
Newmark β [38][39] Newmark β
2 Newmark β
2.5.2 y h
k+ 1
MZ¨k+1+CZ˙k+1+KZk+1 =Dr˙k+1+Erk+1 (2.5.13)
2.5.2 tk tk+1
2.5.3(a) τ Z¨τ
Z¨τ =Z¨k+τ h
4Z¨k+1−Z¨k
5 (2.5.14)
Z˙τ Zτ τ Z˙τ =Z˙k+Z¨kτ + 1
2h
4Z¨k+1−Z¨k5
τ2 (2.5.15)
Zτ =Zk+Z˙kτ +1
2Z¨kτ2+ 1 6h
4Z¨k+1−Z¨k
5
τ3 (2.5.16) τ = h Z¨τ = Z¨k+1 Z˙τ = Z˙k+1 Zτ = Zk+1
Z˙k+1 =Z˙k+1 2h4
Z¨k+Z¨k+1
5
(2.5.17)
˙ 1 2¨ 1 2¨
Newmark β β
tk+1 Z˙k+1 Zk+1
Z˙k+1 = Z˙k+ 1 2h4
Z¨k+Z¨k+1
5
Zk+1 =Zk+hZ˙k+
&
1 2 −β
'
h2Z¨k+βh2Z¨k+1 (2.5.19)
(2.5.17) (2.5.19) (2.5.13) Z¨k+1
Z¨k+1=
&
M +1
2hC+βh2K '−1
6
Dr˙k+1+Erk+1−C
&
Z˙k+1 2hZ¨k
'
−K 7
Zk+hZ˙k+
&
1 2 −β
' h2Z¨k
89
(2.5.20)
(2.5.20) tk
tk+1
(2.5.7) Newmark β γ = 1/2 β = 1/6 h
xk = F xk−1 + Guk−1+wk−1 (2.5.21)
yk = Hxk + vk (2.5.22)
xk uk yk
wk vk F
A =
⎡
⎢⎣
I O −βh2I O I −0.5hI K C M
⎤
⎥⎦ (2.5.23)
B =
⎡
⎢⎣
I h (0.5−β)h2I
O I 0.5hI
O O O
⎤
⎥⎦ (2.5.24)
C =
⎡
⎢⎣
O O O O E D
⎤
⎥⎦ (2.5.25)
t
kt
k1y
kk 1
y
State
Time
h
2.5.2:
tk tk1
Zk
k1
Z
h W
Acceleration
Time
(a) Acceleration
tk tk1
Zk
k1
Z
h W
Velocity
Time
(b) Velocity
tk tk1
Zk
k1
Z
Time
h W
Displacement
(c) Displacement
2.5.3: Newmark β β = 1/6
2.5.2
2.5.21 F G 2.5.22
H
⎡
⎢⎢
⎢⎢
⎢⎢
⎣ xk
xk−1 ... ...
xk−L+1
⎤
⎥⎥
⎥⎥
⎥⎥
⎦ : ;< =
xk
=
⎡
⎢⎢
⎢⎢
⎢⎢
⎢⎣
0 · · · 0 1 . .. ... ... ...
0 . .. ... ... ...
... . .. ... ... ...
0 · · · 0 1 0
⎤
⎥⎥
⎥⎥
⎥⎥
⎥⎦
: ;< =
F
⎡
⎢⎢
⎢⎢
⎢⎢
⎣ xk−1
xk−2 ... ...
xk−L
⎤
⎥⎥
⎥⎥
⎥⎥
⎦ : ;< =
xk−1
+
⎡
⎢⎢
⎢⎢
⎢⎢
⎣ 1 0 ... ... 0
⎤
⎥⎥
⎥⎥
⎥⎥
⎦ : ;< =
G
(uk−1+wk−1) : ;< =
uk−1
(2.5.26)
⎡
⎢⎢
⎢⎢
⎢⎢
⎣ yk
yk−1
...
... yk−L+1
⎤
⎥⎥
⎥⎥
⎥⎥
⎦ : ;< =
yk
=2
h(0) h(1) · · · h(L) 3
: ;< =
H
⎡
⎢⎢
⎢⎢
⎢⎢
⎣ xk
xk−1
...
... xk−L+1
⎤
⎥⎥
⎥⎥
⎥⎥
⎦ : ;< =
xk
+vk (2.5.27)
xk yk vk
uk
(2.5.26)
uk wk
(2.5.27)
2.5.4 [40]
2.5.4:
FIR Finite Impulse Response
g(τ) (2.5.27)
[41] g(τ)
x(t)
x(t) y(t)
y(t) =
% t 0
g(τ)x(t−τ)dτ (2.5.28)
= g(t)∗x(t) (2.5.29)
(2.5.29) (2.5.28) 2.5.5
60km/h 2.5.6
[42]
2.5.5:
2.5.6: (60km/h)
xk|k−1 =F xk−1|k−1 + Guk−1 (2.5.30)
Pk|k−1 =F Pk−1|k−1FT +GQGT (2.5.31)
Kk =Pk|k−1HT *
HPk|k−1HT +R+−1
(2.5.32)
xk|k = xk|k−1+Kk
*yk−Hxˆk|k−1
+ (2.5.33)
Q R
xk
10m
[43][44] 10m
a(x) =b(x)− b(x+ 5 ) +b(x−5 )
2 (2.5.35)
a(x) 10m b(x)
2.5.3
2.5.7
(I) 2
(II) 6.00m
(III) (II) (I)
(IV) (III)
(II)
(V) (II) (IV) 10m
2.5.7:
2.5.8 2.5.9
6.00m 1
2.5.8:
2.5.9:
2.5.10
2.5.10:
2.5.1:
Symbol Description Unit Value
mc Car-body mass kg 25000
mt Truck mass kg 3100
Ic Car-body pitch inertia kgm2 856940
It Truck pitch inertia kgm2 3417.8
2lc Car-body base m 14.1
2lt Wheel base m 2.1
kp Primary suspension vertical stiffness kN/m 2120 ks Secondary suspension vertical stiffness kN/m 400 cp Primary suspension vertical damping kNs/m 39.2 cs Secondary suspension vertical damping kNs/m 96
2.5.11 wn
vn σw2 = 1.00×10−1m2 σv2 = 5.00×10−3(m/s2)2 2.5.11
10m 2.00mm
2.5.11:
2.6
GUI(Graphical User Interface) GUI MATLAB(MathWorks)
RMS RMS
2.6.1 RMS
2.6.1
(2.3.1) RMS
2.6.1 RMS
2.6.2 RMS
RMS
㽢㽢 㽢 㽢
䕿
䕿
䕿
㊥㞳
㉮⾜᪥
2.6.1:
㽢
㽢 㽢 㽢
䕿
䕿
㊥㞳
2.6.2: RMS
2.6.3
2.0m/s2 RMS
RMS
5260m 2.6.3
RMS
2012 9 2013 2 RMS
2.6.2 2.6.3)
㽢 + + 㽢 㽢 㽢
+ +
䕿
䕿
䕿
㊥㞳 [m]
20120921 20130201 20130531
㉮⾜᪥
2.6.3: RMS
2.6.2
2.6.4 RMS
2.6.4:
2.6.5
m0
2.6.5:
2.7
(1)RMS Root Mean Square (2)
(3)
(1) RMS
RMS
(2) (1)
RMS
(3)
10m 2mm
Graphical User Interface RMS
3
3.1
.
3.2
[45, 46, 47]
[48] .
. .
.
3.2.1
3.2.1
GPS ,
GPS GPS
GPS
.
3.2.1:
3.2.2
[49]
. GPS GPS
GPS
3.2 GPS
GPS 1 v(t)
t=tG GPS xG
t=τ x(τ)
x(τ) =xG+
% τ tG
v(t)dt (t ≤τ) (3.2.1)
v(t) GPS
1
a(t) GPS 2
t =t GPS v
3.2.2:
3.2.3
3.2.3 3.2.4 GPS 3.2.5
3.2.3:
3.2.5:
RMS 3.2.6 RMS GPS
RMS .
RMS ( 3.2.6 )
3.2.7 3.2.8
RMS
. RMS
.
3.2.6: RMS
3.2.7:
3.2.8:
3.2.4
.
(1)
(2)
(3)
(4)
2.5V
.
(1)
.
. (3)
.
.
3.2.5
(1)
(2)
(3)
(4) .
(1)
. (3)
.
3.3
3.3.1
3.3.1:
3.3.2:
CPU
3.3.3:
3.3.2
MEMS Micro Electro Mechanical Systems
3.3.1 6
GPS
I/F
3.3.2 GPS
3.3.1: ADIS16362
ACCELEROMETERS GYROSCOPES
Dynamic Range 1.7 G 75
Offset error 0.003 G 0.114
Gain error model 0.009 G 0.375
Sampling frequency 0.4Hz 820Hz 0.4Hz 820Hz
3.3.2: GPS FV25RS
GPS receiver Receiving sensitivity -149dBm
Sampling frequency 4Hz 1Hz
3.3.3
DC12V
6 AC 100V 200V
.
3.3.4
SSD
microSD .
microSD
3.3.5
LED
GPS
LED 3.3.4
3.3.4: LED
3.4
3.4.1
1 8MB
1 200GB
3.4.2
( )
820Hz 82Hz
3.5
3.5.1
3.5.1 3.5.2
3.5.3 .
40 A4
.
180mm 72mm
.
3.5.4 6
. 3.5.5
. microSD
.
3.5.1:
3.5.2:
3.5.3:
3.5.4:
3.5.5:
3.5.2
3.5.6
3.5.6:
3.5.7:
y
z 50mm 0.7Hz
3.5.8 3.5.9
0.7Hz
3.5.8:
3.5.9:
3.6
(1)
(2)
(3) microSD
4
4.1
2 3
4.2
3
2
4.2.1
4.2.1:
4.3
2015 2 21 3
24 1
4.3.1 8
.
4.3.1:
4.3.1
2 22 3 8 3 21 4.3.2
RMS 4.3.3
RMS RMS
RMS
RMS
RMS
4070m 4220m
4.3.2:
4.3.3: RMS
2 22 3
8 3 21 4.3.4 RMS
4.3.5 RMS
RMS
RMS 9300m
9600m 9700m
50m
RMS 3
9330m
4.3.4:
4.3.5: RMS
4.3.2
RMS RMS
4
4.3.6 A O
4.3.6
4.3.7 2 22
3 8 3 21 RMS
4.3.8
4.3.8 RMS 1.0m/s2
C-D G-H N-O
3
䠉2015/02/22 3down 䠉2015/02/22 5down 䠉2015/02/22 7down 䠉2015/02/22 8down
A B C D E F G H I J K L M N O
0 1 2 3 4 5 6 7 8 9 10
2 1 0 -1 Car-body vertical 2acceleration [m/s] -2
Distance [km]
䠉 䠉 䠉
䠉2015/02/22 3down 䠉2015/03/08 2down 䠉2015/03/21 4down
body vertical acceleration [m/s] 4.3.6: A-O
䠉 䠉 䠉 䠉
䠉 䠉 䠉
body ]
A B C D E F G H I J K L M N O
䠉2015/02/22 3down 䠉2015/03/08 2down 䠉2015/03/21 4down
0 1 2 3 4 5 6 7 8 9 10
2 1 0 -1 Car-body vertical 2acceleration [m/s] -2
Distance [km]
4.3.7: A-O
4.3.8: RMS A-O
C-D G-H N-O RMS
4.3.9 4.3.10 4.3.11
C-D 4.3.9 (b) RMS C-D
1.7km D
150m 4.3.9 (c)
.
. 4.3.8
RMS
4.3.10 RMS G-H
4.4km 4.3.10 (c)
H 200m
.
.
N-O
RMS 4.3.11 (b) RMS 9.4km
9.5km 2 4.3.10 (c)
C-D .
RMS
GPS RMS
RMS .
䠉2015/02/22 3down 䠉2015/03/08 2down 䠉2015/03/21 4down
1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9
2 0
Car-body vertical 2acceleration [m/s] -2
Distance [km]
D C
䠉 䠉 䠉
body [m/s]
(a)Car-body vertical acceleration
(b)RMS of car-body vertical acceleration
100m 50m D
150mCrossing
(c)Aerial photograph 4.3.9: C-D
䠉2015/02/22 3down 䠉2015/03/08 2down 䠉2015/03/21 4down
3.9 4 4.1 4.2 4.3 4.4 4.5 4.6
2 0
Car-body vertical 2acceleration [m/s] -2
Distance [km]
H G
䠉 䠉 䠉
body [m/s]
(a)Car-body vertical acceleration
(b)RMS of car-body vertical acceleration
100m H 200m
(c)Aerial photograph 4.3.10: G-H
䠉2015/02/22 3down 䠉2015/03/08 2down 䠉2015/03/21 4down
9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9
2 0
Car-body vertical 2acceleration [m/s] -2
Distance [km]
O N
䠉 䠉 䠉
body ]
(a)Car-body vertical acceleration
(b)RMS of car-body vertical acceleration
N 100m 200m 300m
(c)Aerial photograph 4.3.11: N-O
4.3.12
m0 = 6 9.4km 9.5km 9.4km
d2 d3 9.5km d1, d2, d3, d4
d2 d3
1Hz 9.4km
9.5km d1
2 .
9.4km 4.3.11 (c)
.
9.4km RMS
9.5km RMS
. d1
.
9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 -2
0 2
Vertical car body acceleration [m/s2]
Distance [km]
-0.2 0 0.2 d1: (10.3-5.13 Hz)
Distance [km]
-0.5 0 0.5 d2: (5.13-2.56 Hz)
Distance [km]
d3: (2.56-1.28 Hz) -2
0 2
Distance [km]
d4: (1.28-0.640 Hz) -0.5
0 0.5
Distance [km]
d5: (0.640-0.320 Hz) -0.2
0 0.2
Distance [km]
a5: (0.320 Hz-) -0.1
0 0.1
Distance [km]
9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9
9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9
9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9
9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9
9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9
9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9
䠉2015/02/22 3down
4.3.12: N-O
4.3.3
C-D G-H N-O
1 RMS 4.3.13
. . RMS
1.3m/s2 .
.
0 0.5 1 1.5
2/21 2/23 2/25 2/27 3/1 3/3 3/5 3/7 3/9 3/11 3/13 3/15 3/17 3/19 3/21 3/23 3/25 3/27 Average of max RMS for a day [m/s2]
Date
for a day [m/s] (a)C-D section
0 0.5 1 1.5
2/21 2/23 2/25 2/27 3/1 3/3 3/5 3/7 3/9 3/11 3/13 3/15 3/17 3/19 3/21 3/23 3/25 3/27 Average of max RMS for a day [m/s2]
Date
max for a day [m/s] (b)G-H section
0 0.5 1 1.5
2/21 2/23 2/25 2/27 3/1 3/3 3/5 3/7 3/9 3/11 3/13 3/15 3/17 3/19 3/21 3/23 3/25 3/27 Average of max RMS for a day [m/s2]
Date
(c)N-O section
4.3.13: G-H RMS
4.4
. 2015
2015 5 6 .
5 .
4.4.1 .
86.3
97.3 .
.
4.4.1:
4.4.1 RMS
2015 5 12 5
RMS .
4.4.2 .
4.4.3 A-Q .
.
RMS .
.
. .
2.0m/s2 RMS
D-E L-M .
2015 12 27 2.0m/s2 RMS
G-H
.
4.4.2:
㉥ ༡㝧 ᕷᙺ ᡤ ᐑ
ෆ 厬叫 叐叀
㒓 す ሯ
Ἠ
ᗞ ༡㛗
㛗
厤句 叢බ ᅬ
⩚๓ ᡂ⏣ ⓑ
ඡ ⺋
᱓ 㩗
㈅ ᅄᏘ 叏㒓 Ⲩ
◒
Velocity km/h]
0 20 40 60 80
0 5 10 15 20 25 30
Distance [km]
AB C D E F G H I JK L M N OP Q
䠉2015/05/08 䠉2015/06/19 䠉2015/07/30 䠉2015/11/06 䠉2015/12/27
䠉 䠉 䠉 䠉 䠉
body vertical [m/s] 䠉 䠉 䠉 䠉 䠉(a)Traveling speed
㉥ ༡㝧 ᕷᙺ ᡤ ᐑ
ෆ 厬叫 叐叀
㒓 す ሯ
Ἠ
ᗞ ༡㛗
㛗
厤句 叢බ ᅬ
⩚๓ ᡂ⏣ ⓑ
ඡ ⺋
᱓ 㩗
㈅ ᅄᏘ 叏㒓 Ⲩ
◒
䠉 䠉 䠉 䠉 䠉
RMS of vertical
䠉 䠉 䠉 䠉 䠉
Car-body vertical acceleration [m/s2]
-4 -2 0 2 4
0 5 10 15 20 25 30
Distance [km]
AB C D E F G H I JK L M N OP Q
䠉2015/05/08 䠉2015/06/19 䠉2015/07/30 䠉2015/11/06 䠉2015/12/27
(b)Car-body acceleration
(c)RMS Car-body acceleration 4.4.3:
D-E 2015 5 8 6 19 4.4.4
.4500 6000 RMS
1 RMS
. 4530 4650 6030
5
. RMS
RMS
.
RMS 2.0m/s2
RMS 1.6m/s2 1.8m/s2 p-p 3.5 m/s2 4.0m/s2
1.5m/s2 .
5500 2.5m/s2 RMS
6 19 7 30 4.4.5 . 6
RMS 5500
5550 5580 7 30
RMS 1.0m/s2 4.4.5 4500
RMS 2.0m/s2 RMS
.
RMS .
. .
RMS
.
4.4.4: 2015 5 D-E
4.4.5: 2015 6 D-E
L-M 5
4.4.6 . 21300 21700 22000
22100 23110 5
RMS .
22600 22700 2.3m/s2 RMS
.L-M
RMS .
.
2.0m/s2 RMS
G-H 4.4.7 .
. 14220
14550 RMS
.
4.4.6: 2015 5 L-M
ὀ┠༊㛫䛤䛸䛻デ᩿䠄Ἠ䞊ᗞ䠅
Velocity km/h]
0 20 40 60 80
12.5 13 13.5 14 14.5
Distance [km]
䠉2015/05/08 䠉2015/06/19 䠉2015/07/30 䠉2015/11/06 䠉2015/12/27 H G
䠉 䠉 䠉 䠉 䠉
body vertical acceleration [m/s2] 䠉2015/05/08 䠉2015/06/19 䠉2015/07/30 䠉2015/11/06 䠉2015/12/27
(a)Traveling speed
ὀ┠༊㛫䛤䛸䛻デ᩿䠄Ἠ䞊ᗞ䠅
Distance [km]
䠉 䠉 䠉 䠉 䠉
RMS of vertical
䠉 䠉 䠉 䠉 䠉
Car-body vertical acceleration [m/s2]
-4 -2 0 2 4
12.5 13 13.5 14 14.5
Distance [km]
䠉2015/05/08 䠉2015/06/19 䠉2015/07/30 䠉2015/11/06 䠉2015/12/27 H G
(b)Car-body acceleration
(c)RMS of car-body acceleration
4.4.7: G-H
4.4.2
2 .
1.
2.
10m
6m
3. 2. 1.
4. 1. 3.
5. 3. 4.
4.4.8 4.4.1
4.4.1:
Symbol Description Unit Value
mc Car-body mass kg 24900
mt Truck mass kg 2800
Ic Car-body pitch inertia kgm2 567520
It Truck pitch inertia kgm2 2268
2lc Car-body base m 13.0
2lt Wheel base m 1.8
kp Primary suspension vertical stiffness kN/m 16960 ks Secondary suspension vertical stiffness kN/m 600 cp Primary suspension vertical damping kNs/m 39.2 cs Secondary suspension vertical damping kNs/m 12
4.4.9 4.4.10 500m
4.4.11
4.4.11(a) 4.4.11(b)
10m
wn vn σw2 = 1.00× 10−1m2
σ2v = 5.00×10−3(m/s2)2
JR 4 1
22mm[50]
4.4.10
4.4.9:
4.4.10:
(a) Estimated track irregularity
(b) Measured track irregularity 4.4.11:
4.5
.
.
4.5.1:
4.5.1
4.5.1 .
2013 2 1 4.5.2
. 2.0m/s2 RMS
RMS . RMS 2.0m/s2
4.5.3 4.5.6 . 4.5.3
. 4.5.4
4.5.5
.
.
4.5.3:
4.5.4:
4.5.5:
4.5.6:
4.5.7 .
[51].
RMS
. 4.5.2 ,
4.5.8 .
4.0km RMS 2.0m/s2
RMS .
RMS
.
.
RMS .
4.5.7:
4.5.8: RMS
4.5.2
4.4 .
4.5.9 .
2 .
RMS RMS
1100 1200 1100
1200
RMS .
1100 1200
( ) .
4.5.10 . .
. [52, 53, 54].
.
.
4.5.9:
4.5.10:
4.5.11:
4.6
2 3 GPS
1. 3 2
2. RMS
3.
4.
mm
2
4.6.1 4.6.1
4.6.1:
5
3
2
RMS Root Mean Square
(1) RMS
RMS
(2)
RMS
(3)
10m 2mm
Graphical User Interface RMS
3
(1) (2)
(3) microSD
(1)
(2) RMS
RMS RMS
(3)
(4)
(1)
3
(2)
GPS
GPS
(3)
[1] (1997)
[2] http://www.mlit.go.jp/k-
toukei/tetsuyu/tetsuyu.html [3]
http://www.mlit.go.jp/sogoseisaku/environment/index.html
[4] http://www.mlit.go.jp/statistics/file000004.html
[5] RRR Vol 68 No 4 pp 18-21
(2011)
[6] RRR Vol 65 No
11 pp 10-13 (2008) [7]
(1997)
[8] RRR (2011)
[9] JR EAST
Technical Review-No 2 pp 7-10 (2003) [10]
Vol.94 No.6 pp 41-45 (2012)
[11] RRR Vol.70 No.5 pp. 28-31 (2013)
[12]