平成14年度仙台市地震被害想定調査報告書
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- しげじろう ふしはら
- 5 years ago
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1
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3
4 ( 7 8 ) 5
5 /25, km1km 4 250m250m 1/ m ( ) m/s4.0m/s m/s 6.0m/s
6 1,500m 1,000m 3 80m 250m 162
7 3 1500m 400m
8 ( 7 8 ) (M7.2) (M7.5) (M7.7) (M7.5) (M7.5) (M8.0) * (km) 1 (km) *1 40 (km) *1 20 (degree) *1 223 (degree) *1 40 S (km/sec) *1 3.0 (km/sec) *1 2.2 (degree) *1 (degree) *1 800 (km 2 ) *2 (dyne-cm) *3 (cm) *3 1* * 7 Somerville(1999) 3* 7 Somerville(1999) 2 160cm M = µ DS 0
9 *1 *1 (km) *1 (km) *1 (degree) *1 (degree) *1 S(km/s) *2 (km/s) *2 *1 *1 *1 (km) *3 (dyne-cm) *4*5 (cm) * (km) * 2*Seno et al.(1980) 3* (2000) log S = M 4.0 Somerville(1999) 20% Sb = S Sa 4*Seno et al.(1980) 1978 MJ = 7.4M0 = (dyne-cm) lo g M = 1.5M M = M = 7.5 5* D= M0 µ S µ µ= (dyne-cm)
10 *1 *1 (km) *1 (km) *1 (degree) *1 (degree) *1 S(km/s) *2 (km/s) *2 *1 *1 *1 (km) *3 (dyne-cm) *4 (cm) *4 A1 A2 B (km) B * B 2*Seno et al.(1980) 3*A1 A2B A1 logs = M4.0 A1 A (km 2 ) 4* A1 A (dyne-cm) A2B M0 =DS logm0=1.5mw
11 2 1 ( 7 ) * * 13
12 * *
13
14 (M7.5) 6 (M7.5) (M8.0) = (M7.5) (M7.5) (M8 ) 3
15 注意 設定した震源特性には不確定性があり また設定 した地下構造は場所によるばらつきがある このため 震度階級で一つ上や下になることがある 長町 利府断層による地震 長町 利府断層線 宮城県沖地震 単独モデル 震 震度階級 7 6強 6弱 5強 5弱 宮城県沖地震 連動モデル 図Ⅱ 1 1 気象庁震度階級による震度分布 14
16
17 ,000 31,000 92,000 79,000 (RC) (S) ) 2) RC (RC) (SRC) 3) S (S) (LGS) 4) RC S m 316, (313,000 ) 236, , * * No
18
19
20 (21.4%) (16.2%) % (32%)
21
22
23
24
25 (3040%)
26
27 m/s 4.0m/s m/s 6.0m/s
28
29
30
31
32
33 , ,611,977m ,101m 3 350,001 3,121km ( km)
34
35 /km /km /km
36
37 % 927, , ,598 m 3 3,817km
38
39 3 1.3
40
41
42 , ,551 m 3 7
43
44 /km /km
45
46
47 ( ) 8 ( ) 2
48
49 NTT %
50 row col d450_0_dat row col d450_0_dat
51 30110cm row col AREA_D 125 row col AREA_D
52 (M7.5) (M7.5) (M8.0)3 80m 250m %
53 /km /km
54 /km /km /km /km
55 30110cm (M7.5) (M7.5) (M8.0)3 250m
56 RC S
57 ( km) ( km) NTT
58
59 ) (200 ) ( )
60
61 1 S 300m/sec700m/sec 700m/sec 3
62 PGV cm/sec (kine) 2140km %
63 M M 1 32 M M7.5 M8 M M7 M8 1978( 53) (M)7.4 M M8.2 M8.0
64 14 ( ) 14 11
1-1 1-2 1-3 1-4 1-5 1-6 1-7 1-8 - 1-9 宮城県沖地震 ( 単独 ) 宮城県沖地震 ( 連動 ) 長町 - 利府線断層帯 図 1-4-2 図 1-4-1 液状化危険度判定結果震度分布 1-10 1-1 1-11 1-12 2-1 2-2 2-3 2-4 3-1 3-2 3-3 3-4 300m 3000m 200m 150m 125m 100m 2000m 1500m
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More information113 120cm 1120cm 3 10cm 900 500+240 10 1 2 3 5 4 5 3 8 6 3 8 6 7 6 8 4 4 4 4 23 23 5 5 7
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21 14 487 2,322 2 7 48 4 15 ( 27) 14 3(1867) 3 () 1 2 3 ( 901923 ) 5 (1536) 3 4 5 6 7 8 ( ) () () 9 10 21 11 12 13 14 16 17 18 20 1 19 20 21 22 23 21 22 24 25 26 27 28 22 5 29 30cm 7.5m 1865 3 1820 5
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