| K01/1 |
Revision of seismic and geologic
siting criteria
A.J. Murphy, N.C. Chokshi, R. McMullen, R. Kenneally, L.C. Shao
and R. Rothman
|
| K01/2 |
Guidelines for improved probabilistic
seismic hazard analysis
E.G. Zurflueh, A.J. Murphy, N.C. Chokshi and J.B. Savy
|
| K01/3 |
Seismic hazard of NPPs in central
Europe and the NPP's aseismic protection
D. Prochazkova
|
| K01/5 |
Seismic
response variability in stochastic ground models
H. Nakamura, T. Harada and F. Yamazaki |
| K01/6 |
Stability of H/V spectrum ratio
of earthquake ground motion
F. Yamazaki and M.A. Ansary
|
| K01/7 |
Wave propagation in layered
ground considering the compressibilities of the constituents
K. Mitsuji, S. Xue and Y. Sugimura
|
| K02/1 |
Evaluation
of earthquake site response by direct array measurement at two California
sites
T. Konno, S. Iizuka and R. Nigbor |
| K02/2 |
Initial evaluation of earthquake
site response from Garner valley downhole seismic array: a cooperative
USNRC/IPSN project
A.J. Murphy, R. Archuleta, B. Mohammadioun and J. C. Gariel
|
| K02/3 |
Damage
potential characteristics of near-field earthquake motions
Y.J. Park and N.C. Chokshi |
| K02/4 |
Non-homogeneous attenuation
acceleration laws for Vrancea intermediate earthquakes
S. Stamatovska and D.S. Petrovski
|
| K02/5 |
Attenuation
characteristics of observed peak amplitude from 1995 Hyogo-ken Nanbu event
Y. Fukushima, T. Watanabe, T. Uetake and H. Matsumoto |
| K02/6 |
Dynamic characteristics of soil
deposits identified from seismic records
T. Kurita
|
| K02/7 |
Rock motions estimated from
recent large acceleration records in Japan
A. Onouchi, S>I. Nakagawa, S. Ohno and M. Niwa
|
| K03/1 |
Basic research on behavior
quaternary deposit ground in response to an extreme earthquake. Part one:
outline of study
K. Togashi, S. Nakafusa, A. Aoto, R. Babasaki and T. Hashiba
|
| K03/2 |
Basic research on behavior quaternary
deposit ground in response to an extreme earthquake. Part three: interaction
of ground and structure in dynamic centrifuge tests
K. Togashi, S. Nakafusa, A. Aoto, R. Babasaki and T. Hashiba
|
| K03/3 |
Simulation
of buried explosion in large gravity level
S. Dutheil, J. Riviere and M.P. Luong |
| K03/4 |
Undrained
cyclic shear strength and post undrained cyclic shear volumetric strain
behavior of high-quality undisturbed gravel
A. Uchida, M. Hatanaka and S. Iizuka |
| K03/5 |
Shaking
table tests on a real-size pile foundation in liquefying sand
T. Kagawa, A. Abe, K. Sakai, N. Ogawa and C. Minowa |
| K04/1 |
Plan
of the seismic poving test for reinforced concrete containment vessel. Test
plan and test model design
S. Nakamura, Y. Sasaki, K. Horibe, M. Nakajima, K. Hoshino, T.
Takahashi, T. Hagesawa, T. Kei, T. Meida, K. Takigushi and H. Akiyama |
| K04/2 |
Seismic
proving test of concrete containment vessels. The evaluation of the test
results on curved shear walls with liner for the PCCV test model
S. Nakamura, Y. Sasaki, T. Kitani, K. Hayashi, K. Satoh, H. Eto, K. Nagahara,
K. Takigushi and H. Akiyama |
| K04/3 |
Analytical
prediction of the seismic response of a prestressed concrete containment
vessel
R.J. James, Y.R. Rashid, J. Cherry, N.C. Chokshi and S. Nakamura |
| K04/4 |
Forced vibration test of ABWR
nuclear reactor building
O. Kontani, M. Kanechika, A. Suzuki, Y. Kobayashi, M. Kikuchi,
S. Uchiyama, S. Motohashi, T. Ishibashi and K. Sato
|
| K04/5 |
Study on horizontal and vertical
seismic response model of PWR-type reactor building
H. Tanaka and S. Iizuka
|
| K04/6 |
Study on horizontal and vertical
seismic response model of BWR-type reactor building
Y. Kai and S. Iizuka
|
| K05/1 |
System identification of structural
characteristics for ground motion using forced vibration test results
Y. Naito, K. Sato, S. Uchiyama, K. Masuda and K. Iwamoto
|
| K05/2 |
Simulation
analyses of a reactor building's responses in the 1995 Great Hanshin earthquake
A. Kowada, T. Kitano, S. Akita, K. Kosaka, M. Ohori and H. Tanaka |
| K05/3 |
Observation
of earthquake motion and simulation analysis of a nuclear power plant
G. Tanaka, S. Fujiwara, S. Okuno, T. Nishiyama, Y. Ikeda, Y. Kishi
and H. Takahashi |
| K05/4 |
Simulation
analysis of earthquake records observed at Tsuruga unit No 2 nuclear power
plant
A. Kato, M. Oba, K. Shirahama, Y. Imazuka, K. En |
| K06/1 |
Replacement
of the seismic instrumentation of the Belgian nuclear power plants
J.D. Renard and Ch. Kundig |
| K06/2 |
Use of seismic margin assessment
in the design of Korean next generation reactor
S.K. Kang, B.S. Lee, J.H. Na and K.Y. Yoo
|
| K06/3 |
Seismic
assessment of safety-related structures: the PRD frame at Pickering NPP
A. Ghobarah, A. Biddah and C. Pilette |
| K06/4 |
Stability of human swayed by
a moving picture
H. Takada, M. Ohba and H. SHibata
|
| K06/5 |
Nonlinear strength analysis
of a brick wall in a low seismic region
F.O. Henkel, G. Liersch and W. Breuer
|
| K06/6 |
Study on the energy dissipated
by structure in turbine building
S. Watanabe, H. Kageyama, K. Ichikawa and M. Kanaya
|
| K06/7 |
Effect of stress gradient on
the dynamic strength of graphite material
M. Ishihara, M. Futakawa, J. Aihara and T. Oku
|
| K07/1 |
Dynamic interaction between
concentric annular and noncircular foundations
J.K. Kim, B.M. Jin, M.S. Kim and C.H. Yun
|
| K07/2 |
A simplified analytical method
of a structure embedded in inhomogeneous soil medium
Y. Shimomura and Y. Ikeda
|
| K07/3 |
A simple method for earthquake
response analysis of soil-pile-foundation-structure systems
A. Kowada, A. Funakosi, S. Akita, T. Terada, T. Shiomi, J. Kodama
and T. Iba
|
| K07/5 |
An asymptotic approach to soil-structure
dynamic interaction
N. Lavrov and E. Pavlovskaya
|
| K08/2 |
Effects of base uplift subjected
to horizontal and vertical motions simultaneously
A. Habasaki, Y. Kai and S. Iizuka
|
| K08/3 |
The effects of soil-structure
interaction on the seismic response of structures due to torsional unbalance
N.H. Lee and K.B. Song
|
| K08/4 |
Dynamic response characteristics
of layered media on inclined basement
K. Togashi, S. Nakafusa, Y. Kitagawa, Y. Sugihara and T. Sueda
|
| K08/5 |
Effect of soil parameters on
the seismic response of a 3-D frame structure
A.K. Ghosh, M.K. Agrawal, R. Patnaik and K. Bhargava
|
| K08/6 |
Preliminary assessment on dynamic
interaction between turbine building with pile foundation and deeply reactor
building
H. Kawamura, K. Ando, Y. Kitagawa and K. Togashi
|
| K09/2 |
Earthquake simulation by explosives
for studying the ultimate response of structures
T. Konno, J. Mizuno, O. Kontani, Y. Mihara, O. SUgawara, K. Yoshikawa,
T. Kobayashi and T. Motosaka
|
| K09/3 |
Comparisons between effective
stress and total stress methods for seismic ground analysis
K. Togashi, S. Nakafusa,, S. Goto, M. Cubrinovski, Y. SUgihara
and S. Suzuki
|
| K09/4 |
System evaluation of slurry
wall and backfill material surrounding buried reactor building during
and after earthquake
K. Ando, H. Kawamura, Y. Kitagawa and K. Togashi
|
| K10/1 |
Comprehensive evaluation of
verification tests for seismic analysis codes. Part 1: outline of study
M. Odajima, T. Konno, K. Terada, K. Akino and K. Otani
|
| K10/2 |
Comprehensive evaluation of
verification tests for seismic analysis codes. Part 2: rational model
for soil-structure interaction
H. Tanaka, Y. Miyamoto, M. Kobatake, K. Ohta, K. Akino and K. Kusakabe
|
| K10/3 |
Comprehensive evaluation of
verification tests for seismic analysis codes. Part 3: rational model
for up-lift phenomena and stiffness of floor and basement
T. Shiomi, T. Shirai, K. Inoue, Y. Kitada, K. Akino and K. Kusakabe
|
| K10/4 |
The comprehensive evaluation
of verification tests for seismic analysis codes. Part 4: restoring force
characteristics of reactor building - Proposal of restoring force characteristics
A. Suzuki, M. Kanechika, K. Muroi, Y. Kitada, K. Akino and K. Takiguchi
|
| K10/5 |
Comprehensive evaluation of
verification tests for seismic analysis codes. Part 5: applicability of
proposed evaluation method of restoring force characteristics
A. Kambayashi, M. Yamamoto, Y. Kitada, K. Akino and K. Takiguchi
|
| K10/6 |
Comprehensive evaluation of
verification tests for seismic analysis codes. Part 6: evaluation method
of air leakage through cracks in RC shear walls with openings
R. Ikeda, Y. Takeuchi, Y. Kitada, K. Akino and K. Takiguchi
|
| K10/7 |
Comprehensive
evaluation of verification tests for seismic analysis codes. Part 7: evaluation
method of air leakage through cracks in RC shear walls with openings
R. Ikeda, Y. Takeuchi, Y. Kitada, K. Akino and K. Takiguchi |
| K11/1 |
Optimization of structural layout
of 3-D low-frequency seismic isolation system of reactor building
V.S. Beliayev, V.V. Vinogradov, V.A. Petrenko, S.Y. Privalov and
V.V. Kostarev
|
| K11/2 |
A study of vertical seismic
responses for base isolated PWR using high damping rubber bearing
B. Yoo, J.H. Lee, G.H. Koo and Y.H. Kim
|
| K11/3 |
A seismic design considering
allocation of energy dissipation share in a structural system
T. Kubo
|
| K11/4 |
Optimum placement of high-damping
rubber dampers for vibration control of structures using genetic algorithm
H. Hamazaki, O. Furuya and S. Fujita
|
| K11/5 |
Response analyses considering
uncertainties of structural characteristics for base-isolated reactor
building
A. Kato, T. Somaki, K. Shirahama and T. Hirotani
|
| K11/6 |
Influence of soil properties
on response of seismic base isolation of nuclear equipment
K. Ebisawa, K. Ando, H. Kameoka and K. Shibata
|
| K12/1 |
Aging effects on laminated rubber
bearings of Pelham bridge
M. Kato, Y. Watanabe, A. Kato, Y. Kobayashi, T. Hirotani, K. Shirahama,
Y. Fukushima and G. Yoneda
|
| K12/2 |
Development & validation
of FEMs for the design and qualification of HDRBs
M. Forni, A. Martelli, B. Spadoni, G. Venturi, A. Dusi, F. Bettinali,
G. Bonacina, G. Pucci, A. Marioni, C. Mazzieri and F. Cesari
|
| K12/3 |
New method of bench dynamic
testings of NPP seismic isolation systems and equipment
V.S. Beliayev, V.V. Vinogradov and V.A. Sirro
|
| K12/4 |
Experimental and numerical evaluation
of benefits of optimized HDRBs for seismic isolation
A. Dusi, F. Bettinali, M.. Forni, A. Martelli, M. Indirli, G. bonacina,
G. Pucci, A. Marioni and C. Mazzieri
|
| K12/6 |
Development of new-type dampers
for piping systems
Y. Nekomoto, M. Tanaka and K. Matsuki
|
