1.
Shibata
,
H.
, 2004, “
Significant Concept of Scenarios in Relation to Revising the Process of Licensing Criteria for the Seismic Safety of Nuclear Power Plants in Japan
,”
Proceedings of the 13th World Conference of Earthquake Engineering
.
2.
MITI 1981. H171 Notice No. 515.
3.
Shibata
,
H.
, “
Draft of Anti-Earthquake Design Code for High-Pressure Gas Manufacturing Facilities
, ”
Report of ERS
,
Inst. of Ind. Sci.
, University of Tokyo, III–5, p.
30
.
4.
Litehiser
,
J.
, and
Carrato
,
P.
, 2005, “
Charaterization of Design Ground Motion for the Central and Eastern United States: Licensing Implications
,” Transcript of SMiRT-18,
Ko2–4
, pp.
3004
3015
.
5.
USNRC, 1982, “
Design Response for Seismic Design of Nuclear Power Plants
,” RG1.60.
6.
Technical Guideline for Aseismic Design Guideline of Nuclear Power Plants
,” Japan Electric Association(JEA), JEAG 4601, 1984, 1987, 1991.
7.
Park
,
Y. J.
, and
Hofmayer
,
C. H.
, 1994,
English Translation of JEAG 4601-1987
, NUREG, CR6421/BNL-NUREG-52422.
8.
Irikura
,
K.
, 1995, “
Private Communication
.”
9.
Special Issue on Landers Earthquake-1992
, BSSA,
84
(
3
), 1994.
10.
Shibata
,
H.
, 1999, “
Seismic Hazards and Damages
,”
J. Pressure Vessel Technol.
0094-9930,
121
, pp.
30
36
.
11.
NCS, “
Licensing Criteria of Seismic Design of Nuclear Power Plants
,” 1981.
12.
Japanese Building Code
, Previous Ministry of Construction, 1982.
13.
Hisada
,
T.
, et al.
, 1972, “
Philosophy and Practice of the Aseismic Design of Nuclear Power Plants
,”
Nucl. Eng. Des.
0029-5493,
20
(
2
), p.
39
.
14.
Gosh
,
A. K.
, and
Kushwaha
,
H. S.
, 2005, “
Determination of the Peak Ground Acceleration for Operating Basis Earthquake and Its Influence in Design Structures
,” Transaction of SMiRT-18,
K03
(
3
), pp.
3029
3040
.
15.
Katona
,
L.
, and
Shibata
,
H.
, 2001, IAEA, “
Draft of Tech. Doc.
.”
16.
Shibata
,
H.
,
Amano
,
A.
, and
Takada
,
H.
, 1993, “
A New Semi-Numerical Approach on the Response of Beam with Multi-Gaps and Chaotic Response
,”
Proceedings of PVP Conference
, PVP Vol.
376
, pp.
185
190
.
17.
Tohoku Electric Power Company website, 2003, “
Seismic Trip of Onagawa No. 3
.”
19.
Fukushima
,
Y.
, et al.
, 2005, “
Attenuation Relation of Strong Motion in Japan Using Site Classification Based on Predominant Period
,” Transcript of SMiRT-18,
K02
(
1
), pp.
2978
2989
.
20.
Irikura
,
K.
, 2004, “
Asperity Study
,”
Proceedings of OECD/NEA Workshop
in Tsukuba, Japan, NEA/CSNI/R (2004)22 Keynote 5.
21.
Somerville
,
P.
, 2004, “
Differences in Earthquake Source and Strong Ground Motion Characteristics Between Shallow and Buried Faulting
,”
Proceedings of OECD/NEA Workshop
in Tsukuba Japan, NEA/CSNI/R (2004) 22, Keynote 3, p.
5
.
22.
Kanai
,
K.
and
Ootsuki
,
I. Taishinsekkei
, 1968, (
Anti-Seismic Design
),
Ohm Publishing Company
,
Japan
.
23.
Bolotin
,
V. V.
, 1962 (English translation by
Friedman
,
M. D.
, 1964),
Statistical Methods in Structural Mechanics
,
Lockheed Missile & Space/Holden-Day, Inc.
, pp.
51
54
, Chap. 28.
24.
Shibata
,
H.
, 1980, “
Study on Failure Mechanism of Equipment—Using High Velocity Shaking Table
,” Report of ERS. IIS—University of Tokyo,
III
(3), pp.
47
.
25.
Housner
,
G.
, 1963, Reactor and Earthquake, U. S. Government Technical Report, TID 7024.
26.
Shibata
,
H.
, 1969, “
Observation of Damages of Industrial Firms in Nigata Earthquake
,”
Proceedings of the 4th World Conference on Earthquake Engineering
.
27.
Kudo
,
K.
, 2005, “
On Long Period Ground Motion
,” Haikangijuts (The Piping Engineering Magazine in Japan),
47
(
11
), pp.
4
11
.
28.
Shibata
,
H.
et al.
, 2004, “
Development of Seismic Design Code for High Pressure Gas Facilities in Japan
,”
J. Pressure Vessel Technol.
0094-9930,
126
, pp.
2
8
.
29.
Under Surveying Classified
,” JNES/AIST, 2004.
30.
Sato
,
H.
, 2004, “
Reactivation of Tertiary Fault Miyagi-Pref. Earthquake July, 2003
,” Seismo, pp.
10
11
.
31.
Special Issue on Denali Fault Earthquake-2004
, BSSA
94
(
6B
), 2004.
32.
Nakamura
,
I.
, et al.
, 2005, “
A Research Program on Thinned Wall Piping Systems Under Seismic Events
,” Transcript of SMiRT,
K01
(
04
), pp.
2935
2963
.
33.
Toyosada
,
M.
, 2001, “
Evaluation of Brittle Fracture Accident Occured at the Hyogoken Nanbu Earthquake
,”
Proceedings of 10th International Conference on Fracture
.
34.
Toyosada
,
M.
and
Gotoh
,
K.
, 1998, “
Strength Evaluation for Brittle Fracture at Arbitrary Strain Rates
,”
PVP (Am. Soc. Mech. Eng.)
0277-027X,
381
, pp.
111
118
, 2005.
35.
Shibata
,
H.
et al.
, 2005, “
An Approach to Seismic PSA Evaluation of a Nuclear Power Plant with Aged Piping
,”
Proceedings of PSC-1 SMirt-18
, pp.
15
.
36.
Tohoku Electric Power Company website, 2005.
37.
Data and Evaluation of the Effects of the August 16th Earthquake on the Operation of the Onagawa Nuclear Power Plant
,” Technical Instruction of the Ministry of Economy and Industry, NISA-152d-0–5-5, pp.
2
, 2005.
38.
Kikuchi
,
K.
, 2005.
39.
Seismo HERP, 2005, “
Generalized National Seismic Hazard Maps
,” Headquarters of Earthquake Research Promotion, Japanese Government.
40.
Kakimi
,
T.
, 1981, NCS.
41.
Kanai
,
K.
, 1981, NCS.
42.
Shibata
,
H.
, 1993, “
Recent Development of Aseismic Design of Equipment and Piping Systems in Japan
,”
M. K.
Au-Yang
, ed.,
Technology for the 90’s
,
ASME
, Title IV, Chapter 2, pp.
1011
1014
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