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37 1

100 1
Taiwan Highway Engineering
Vol.37 No.1 Jan. 2011. pp.5-24

*********

Kendall

()

**

***

Vol.37. No.1 Jan. 2011

37 1 -5

Toshiyuki Kurahashi (2008) 1990~2004


1310 90% 80%
(2009)

24
1994;1995;1999;2002 ;2004

1996
2005

2008 18 21 8 16 9

(2006)
18 Glade et al.(2000)
Wieczorek and
Glade(2005)
Mark and Ellen, 1995; Glade et
al., 2000; Cannon et al., 2004; Dai et al., 2004; , 2007; , 2005; ,2009

37 1 - 6

Vol.37. No.1 Jan. 2011

()
()()

1
Vol.37. No.1 Jan. 2011

37 1 -7

2
1990 2007 10 3

2 8 221 20 21 9

8 20 21 9 7 7 18 14 24 27

2
(1990~2007 )

3.1

37 1 - 8

Vol.37. No.1 Jan. 2011


8 20 21 9 7 7 18 14 24 27

(a)(b)(c)(d)(e)
6~7

20082009)
VP

1
TDi i Dij i j i
i=1 7i=5 9 j
3.2

1990~2007
18 109

38 1

Vol.37. No.1 Jan. 2011

3
(: 1990-2007 )

37 1 -9

1 (1990~2007)
()

15

12

38

109

2
2 8 20
26 7 20
8 20 7 7 9
2

(TR)

2
i i=6
j j=1 7j=5
9 TRij i j TTi i
RDTij j i Lij j i

TR

37 1 - 10

10

Vol.37. No.1 Jan. 2011

2 1990~2007

9 9 9 9
8

14

18

20 21

24

27

15

12

38

109

20

18

26

13

17

12

26

16

10

3.3

Kendall
Logistic regression

- Kendall
(Pearson Product-Moment
Correlation)

(nonparametric) Kendall

Vol.37. No.1 Jan. 2011

11

37 1 -11

Kendalls coefficient of rank correlation(tau)

Kendalls tau-b

2006

Kendalls tau-b
X Y Kendalls tau-b

nc n d

(3)

(n0 n1 )(n0 n 2 )

n0 n(n 1) / 2

n1 i

t i (t i 1) / 2

n2 j

u j (u j 1) / 2

nc X Y (X1>X2) , (Y1>Y2)(X1<X2) ,
(Y1<Y2)nd X Y (X1>X2),(Y1<Y2)
(X1>X2),(Y1<Y2)
X i u j Y j
n nd 0 X Y

1
2

1
2

nc ( n( n 1)) nc 0 nd ( n( n 1))
-1 +1

1()

24
1994;1995;
2004
2003

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12

4
Vol.37. No.1 Jan. 2011

Kendalls tau-b
4

Menard2002;2003
Dai et
al.(2004)
24 (2003)
18
2005
2007

2008

2009

2003; 2007

log it ( y ) a b1 x 1 b2 x 2 b3 x3 ... e

(4)

y y=1 y=0 Xi
a bi Xi e logit(y)

log it ( y ) In(

p
)
1 p

(5)

p y 1-p y p/(1-p)
odds

p
In(
) a b1 x 1 b2 x 2 b3 x3 ... e
1 p

(6)

SPSS a,b1,b2,b3, logit(y) p


(6) a,b1,b2,b3,

exp(a b1 x1 b2 x 2 ...)
p
1 exp(a b1 x1 b2 x 2 ...)
Vol.37. No.1 Jan. 2011

(7)

13

37 1 -13

Kendalls tau-b

7
a,b1,b2

()

46

5 5
4.5%
1.54.5% 1.5%
5 9 7

8 21 21

18
21 27
7 9
20
9 7

6 2009
26
39
6 5
37 1 - 14

14

Vol.37. No.1 Jan. 2011

()

3 (TR) 7 3
3 7
8 9 9
7 8
7 8

8 20 21

8
20 21 7
Vol.37. No.1 Jan. 2011

15

37 1 -15

3
20 9
20
20 7
8 20 21

20 8
9
46

7
3

7 7 8
43%
33%
33%
20%
17%
25%
0%
25%
14%
20%

29% 43%
33% 33%
53% 60%
20% 40%
0% 33%
17% 25%
0% 25%
0% 25%
0% 29%
20% 20%

10

9
9
9
9
14 18 20 21 24 27

57%
17%
7%
20%
0%
25%
0%
0%
14%
20%

37 1 - 16

0%

0%

29%

29% 14% 14% 29%

14%

0%

33%
47%
40%
17%
8%
0%
25%
29%
20%

0%
20%
0%
0%
8%
0%
0%
0%
0%

0%
7%
60%
17%
17%
25%
25%
0%
20%

0% 33% 33% 33%


27% 20% 53% 40%
0% 0% 60% 20%
0% 0% 50% 17%
8% 8% 33% 25%
0% 0% 25% 0%
0% 0% 0% 0%
0% 0% 29% 0%
0% 0% 20% 20%

33%
27%
20%
0%
8%
0%
0%
14%
0%

33%
27%
0%
0%
8%
0%
0%
0%
0%

16

Vol.37. No.1 Jan. 2011

8
()

2001 ~2008

2001~2008

Kendall's tau b 4

Kendall's tau b

0.702**

0.515**

** 0.01

Vol.37. No.1 Jan. 2011

17

37 1 -17


SPSS
Score Wald
5

p
In(
) a b1 x1 b2 x 2 3.984 0.013R 0.015RI
1 p

(8)

P R RI
(8)

1 p
R
In(
) (0.015 RI 3.984)

0.013 1 p

(9)

B S.E.

Wald

Exp(B)

(b1)

0.013

0.001

96.420

1.000

0.000

1.013

(b2)

0.015

0.005

7.384

1.000

0.007

1.015

(a)

-3.984

0.327

148.479

1.000

0.000

0.019

7 p RI (9) R
R RI p 9 30%50
80% 300mm 50
80mm/hr 320mm 80%

9
37 1 - 18

18

Vol.37. No.1 Jan. 2011

()
2009

10 11
6

14

0.64

0.29

10

0.40

0.10

22

0.27

0.05

(1)

2009 8 5

2000mm
8 5 8 10
10
2000mm

20 21
20 21
27 24 20 21

Vol.37. No.1 Jan. 2011

19

37 1 -19

24 20 21 (
) 27

8 20 21 24 27 18

24

(2)

2009 10 3

11
7 7

9
320mm 20mm/hr
60% 7 7

37 1 - 20

20

Vol.37. No.1 Jan. 2011

7
7

80%

Vol.37. No.1 Jan. 2011

21

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2009

1990~2007
8 20 2009
20 21 24 27 18

1. Cannon, S.H., Gartner, J.E., Rupert, M.G. and Michael, J.A., 2004, Emergency assessment of
debris flow hazard from basins burned by the Cedar and Paradise fires of 2003, southern California
, U.S. Geological Survey Open File Report 2004-1011.
2. Dai, F. C., Lee, C. F., Tham, L. G., Ng, K.C. and Shum, W. L., 2004, Logistic regression
modelling of storm-induced shallow landsliding in time and space on natural terrain of Lantau

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Vol.37. No.1 Jan. 2011

Island, Bulletin of Engineering Geology and the Environment, 63, 315-327.


3. Glade, T., Crozier, M.J. and Smith, P., 2000, Applying probability determination to refine
landslide-triggering rainfall thresholds using an empirical Antecedent Daily Rainfall Model
, Pure & Applied Geophysics, 157, 1059-1079.
4. Mark, R. K. and Ellen, S. D., 1995, Statistical and simulation models for mapping debris-flow
hazard, Geographical Information Systems in Assessing Natural Hazards, 93-106.
5. Menard, S., 2002, Applied Logistic Regression Analysis, 2d ed. Thousand Oaks, CA: Sage.
6. Toshiyuki Kurahashi, Yoshinori Yajima and Yasuhito Sasaki, 2008, Landslide disasters and
hazard maps along national highways in Japan, The 2nd East Asia Landslides Symposium, Seoul,
Korea, May 22-23, 2008.
7. Wieczorek, G.F., and Glade, T., 2005, Climatic Factors Influencing Occurrence of Debris Flows
, Matthias and Hungr, Oldrich, eds., Debris-flow Hazards and Related Phenomena, Praxis,
Springer, Chichester, UK, Ch. 14, p. 325-362.
8. 2003
logistic -

9. 2009

10.2004

11.2008

P1-10
12. 74 1999
pp.39~46
13.1994

14.2003()
15.2008

16.2009
17.2007

18.2005-

19.2003

20.2005-

Vol.37. No.1 Jan. 2011

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21.1995

22.2004

23.2007
---
(III)
24.1996

25.2006-
I
26.2002
921

27.2008

1/4

28.2009-

29.2006

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Vol.37. No.1 Jan. 2011

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