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7 /
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10 2008 (
11 2008 A2 P2 P1 A1
12 A1 A1 A1
13 1/3
14 P2
15
16 Minjiang (or, Miaoziping) Bridge Collapse Total length: 1440 m Zipingpu dam reservoir
17
18 Baihwa Bridge
19 1923 (M7.9) 1948 (M7.1)
20 1923
21 1948
22
23
24
25 1964
26
27 1964
28
29 1982
30
31 mm
32
33 1995
34 Collapse of 18-Span Fukae Viaduct Hanshin Expressway 1995 Kobe Earthquake
35 Premature Shear Failure of RC Columns Resulted from Insufficient Development Length
36 Shear Failure
37
38 300mm 150mm
39
40 Crack initiated Slip Down Crack extended Compression Failure
41 Flexural Shear Failure
42
43
44
45 g m/sec =3.6km/h cm
46 Northridge, USA, EQ 1995 Kobe, Japan, EQ 1999 Chi Chi, Taiwan, EQ 1999 Bolu & Duzce, Turkey, EQ
47
48
49
50 Public Works research Institute
51
52
53
54
55 E RC
56
57
58 1971
59 1989
60 Collapse of Cypress Viaduct 1989 Loma Prieta Earthquake
61
62 1 2
63
64
65 Field Act ( & Riley Act
66 $100, (AASHTO 1975 ) 1981 FHWA
67
Microsoft PowerPoint - 1.地震被害(地震工学).ppt [互換モード]
http://seismic.cv.titech.ac.jp 1 地震工学 1. 過去にどのような地震被害が生じているか? 1) 耐震設計をしていなかった時代や耐震設計が不十分であった時代 1923 関東地震 (M7.9) 平成 20 年度東京工業大学大学院理工学研究科土木工学専攻川島一彦 1948 福井地震 (M7.1) 基礎の不十分さのために崩壊した橋 1923 関東地震 中角橋 1948 福井地震
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