| K13/2 |
The US NRC seismic analysis
of piping research program
N.C. Chokshi, L.C. Shao and K.R. Jaquay
|
| K13/3 |
A technical basis for establishing
seismic margins in nuclear plant piping
R.P. Kennedy, N.C. Chokshi and K.R. Jaquay
|
| K13/4 |
Screening
of piping by means of piping evaluation guidelines
K.P. Kamm and C. Greischel |
| K13/5 |
Analytical
study of frequency effects on seismic margins
C.T. Huang, W.D. Iwan, K.R. Jaquay and N.C. Chokshi |
| K14/1 |
Dynamic
behaviour of a scale one PWR fuel assembly comparison between several finite
element models
J.C. Queval, C. Trollat and M. Bouvier |
| K14/2 |
An aseismic design of equipment
submerged in a pool on a base-isolated building
T.M. Shin
|
| K14/3 |
Seismic response of spent fuel
and concrete cask in dry storage
Y.S. Choun and I.K. Choi
|
| K14/5 |
Aseismatic analysis of ITER
vacuum vessel - Modeling method for double-skin structure of vacuum vessel
M. Futakawa, K. Koizumi, T. Imaki, H. Takatsu and Y. Muto
|
| K15/1 |
Proving test on the seismic
reliability of the main steam piping system (Part 1: simulation for PWR
main steam piping)
K. Tai, T. Ito, K. Suzuki, Y. Sasaki, H. Abe and K. Kuroda
|
| K15/2 |
Proving
test on the seismic reliability of the main steam piping system (Part 2:
simulation for BWR feed water piping)
K. Suzuki, Y. Sasaki, H. Abe, K. Kuroda, S. Ono, Y. Namita |
| K15/3 |
Analysis of nuclear piping system
seismic tests with conventional and energy absorbing supports
Y.J. Park, G. DeGrassi, C.H. Hofmayer, P. Bezler and N.C. Chokshi
|
| K15/4 |
Piping seismic design criteria:
experimental evaluation
N. Blay, F. Touboul, M.T. Blanchard and F. Le Breton
|
| K15/5 |
Piping seismic design criteria:
test simulations
N. Blay, F. Touboul, M.T. Blanchard, F. Le Breton and S. Cara
|
| K16/1 |
Seismic analysis and testing
research of emergency diesel generator set
R. Chen, W. Yao and R. Yang
|
| K16/2 |
Dynamic modelling of power transformer
for seismic behaviour
D. Stefanov
|
| K17/1 |
Lessons learned about seismic
time-histories on pipe fracture
R.J. Olson, P.M. Scott and G.M. Wilkowski
|
| K17/2 |
Interpretation of the IPIRG2
seismic tests
N. Blay and F. Gantenbein
|
| K17/3 |
NUPEC project: seismic proving
test on reactor shutdown cooling systems - (Summary of results)
T. Fujita, Y. Sasaki, H. Abe, K. Kuroda, K. Kato, No. Yoshiga,
N. Kojima, S. Asakura and M. Nakamaru
|
| K17/4 |
Applications of equivalent linearization
approaches to nonlinear piping systems
Y.J. Park, C.H. Hofmayer and N.C. Chokshi
|
| K17/5 |
Minimising seismic restraints
and snubbers in the piping systems of Indian PHWRs by using segmental
approach
R.S. Soni and H.S. Kushwaha
|
| K17/6 |
Upgrading of dynamic reliability
and life extension of NPP piping by means of HVD technology
V.V. Kostarev, L.A. Belyanin, A.M. Berkovski, M.A. Pavlov and A.J.
Schukin
|
| K18/1 |
Dynamics of infinitely long
3-D rectangular tanks with submerged objects stored in periodic pattern
H.M. Koh, J.K. Kim and J.H. Park
|
| K18/3 |
Seismic
assessment of KNGR in-containment refueling watr storage tanks
S.G. Cho, J.S. Kim, T.Y. Kim and Y.H. Joe |
| K18/4 |
Nonlinear rocking and sliding
response of cylindrical tanks due to bi-axial excitation
N. Kobayashi
and K. Kato
|
| K18/5 |
Seismic
cliff-edge effects in the primary circuit of the European Fast Reactor Part
1: seismic response of structures
C. Avallet |
| K18/6 |
Seismic
cliff-edge effects in the primary circuit of the European Fast Reactor Part
2: failure modes and seismic margins
O. Gelineau and C. Avallet |
| K19/3 |
Seismic
behaviour of thin elbows
N. Blay, T. Morin and B. Autrusson |
| K19/4 |
Fatigue damage evaluation of
thin-walled short elbow under seismic loadings
M. Sakai, K. Saito and Y. Hagiwara
|
| K20/2 |
Large scale seismic tests performed
on the table Azalee of CEA - Reproductibility of seismic motions
J.C. Queval and P. Sollogoub
|
| K20/3 |
Studies
of building components and structures and parts of industrial facilities
with laboratory models and prototype structures in-situ (Earthquake Smiluator
Facility)
G.C. Manos |
| K20/4 |
Pseudo-dynamic test and nonlinear
numerical simulation of isolated structure
S.H. Kim
|
| K20/5 |
Validation of the pseudo-dynamic
method to test large scale models of base isolated structures
V. Renda, G. Verzeletti, G. Magonette, D. Tirelli and L. Papa
|
| K20/6 |
Substructuring
in large-scale pseudo-dynamic tests
A.V. Pinto and P. Pegon |
| K20/7 |
Outline of recent proving tests
on the seismic reliability of components for NPPs in NUPEC
H. Shibata, K. Terada, Y. Sasaki and N. Tanaka
|
| K21/1 |
Response transfer functions
of multiply supported secondary systems
A. Dey and V.K. Gupta
|
| K21/2 |
Generation of floor response
spectra for PFBR
T. Selvaraj, R. Ravi, P. Chellapandi, S.C. Chetal and S.B. Bhoje
|
| K21/3 |
Seismic floor response spectra
by frequency domain analysis
A.K. Ghosh
|
| K21/4 |
An artificial earthquake generation
using the phase differentiation
J.S. Cha, J.R. Lee and K.H. Yun
|
| K21/5 |
Application of residual mass
correction in time history analysis
K.V. Subramanian, G.P. Sridhar, H.S. Kushwaha and G.R. Reddy
|
| K21/6 |
Generation of artificial earthquake
K.S. Park and S.P. Chang
|
| K21/7 |
Improved
generation and application of artificial time histories and PSD functions
P.G. Mertens and A. Preumont |
| K22/3 |
Damping
models in seismic analysis and design
F.C. Nelson and R. Greif |
| K22/5 |
Influence
of the randomness in yield strengths of steel structures on the behaviour
factor
S.K. Kook |
| K22/6 |
An evaluation
method of vibration severity of rotating machines under earthquake loading
J.R. Lee and Y.H. Joe |
| K22/7 |
A simplified
approach to generate in-cabinet amplified response spectrum
Z.T. Shi |
| K23/1 |
Passive
TMDS for seismic response reduction of multi-story torsionally-coupled buildings
J.M. Ueng, C.C. Lin and T.C. Huang |
| K23/3 |
Application
of an estimation method for response of structures by equilibration of energies
T. Irie, T. Mazda and A.D. Sumaya |
| K23/6 |
The
dynamic response of a simple rigid formation including two rigid columns
and a top rigid bloc
G.C. Manos and M. Demosthenous |
| KW1/1 |
Hualien
experiment: model response to earthquakes
C.A. Miller, C.J. Costantino and H.L. Graves |
| KW1/2 |
Hualien
experiment: non isotropic site properties
C.A. Miller, C.J. Costantino and H.L. Graves |
| KW1/3 |
Soil-structure
interaction analysis of Hualien LSST model in wide strain range
F. Yamazaki and T. Ganev |
| KW1/4 |
Estimation
of seismic responses of Hualien LSST model by the substructure method of
soil-structure interaction analysis
Y.H. Joe, H.G. Park and C.H. Yun |
| KW1/5 |
Practical
evaluation method for soil springs under inhomogeneous soil conditions (Hualien
LSST program)
T. Kobayashi, T. Yamanaka and Y. Sugawara |
| KW1/6 |
Hualien
earthquake analyses using ring exciting thin layer method
T. Hanazato, H. Takahashi, H. Matsumoto, M. Makazawa and H. Tajimi |
| KW1/7 |
Evaluation
of Hualien prediction and correlation analyses of forced vibrations
M. Nakazawa, H. Matsumoto, T. Yamashita, T. Hanazato and H. Tajimi |
| KW1/8 |
Hualien experiment: Forced vibration
tests
C.A. Miller, C.J. Costantino and H.L. Graves
|
| KW1/9 |
Probabilistic analysis for Hualien
seismic test model considering undertainties in free-field control motion
S.T. Kim, J.R. Lee, K.H. Yun and T.Y. Heo
|
| KW1/10 |
Seismic response analysis of
the Hualien LSST soil-structure system
C.H. Hyun, H.T. Tang, S. Dermitzakis and S. Esfandiari
|
| KW1/11 |
Prediction and evaluation of
measured seismic responses of the Hualien LSST model structure
M.S. Kim, C.H. Yun, C.B. Im, K.R. Choi and C.H. Hyun
|
| KW1/12 |
Simulation analyses of Hualien
forced vibration tests considering soisl irregularity
K. Yoshida, S. Nakai and M. Nakazawa
|
| KW1/13 |
Seismic analysis of the Hualien
LSST model with the strain-dependent soil properties
Y.S. Jang, J.S. Kim, S.H. Lee and J.C. Song
|
| KW1/14 |
Hualien seismic analysis by
finite element method in time domain
F. Wang, P. Sollogoub, F. Gantenbein and M. Nedelec
|
| KW1/15 |
Experimental study on the seismic
response of liquid storage tank
T.Y. Heo, J.R. Lee and K.H. Yun
|
| KW1/16 |
Updating a finite element model
of the Hualien nuclear reactor building
L. Billet, P. Moine and P. Lebailly
|
| KW2/1 |
Dynamic behavior of buried pipelines
of VVER 440 and VVER 1000 MW nuclear power plants
N.J. Krutzik, W. Schutz, Z. Boyadjiev and T. Katona
|
| KW2/2 |
Technical
guidelines for the seismic safety re-evaluation at eastern European NPPs
A.R. Godoy and A. Gurpinar |
| KW2/3 |
Experiments
on NPP structures models with consideration of interaction during explosions
F.O. Arakelian, H.A. Hakopian and V.L. Mnatsakanian |
| KW2/4 |
Approaches,
concepts and experience in design of seismic upgrades at NPP "Kozloduy"
L.D. Dolapchiev, V.G. Borov, K.H. Rashkov and V.T. Trichkov |
| KW2/6 |
Response
of a WWER-440 MW main building complex to blast input motion
M.J. Jordanov and A.P. Asfura |
| KW2/7 |
Seismic
analysis of the safety related piping and PCLS of the WWER-440 NPP
A.M. Berkovski, V.V. Kostarev, A.J. Schukin, Z. Boiadjiev and M.
Kostov |
| KW2/8 |
Verification
of dynamic characteristics and response results of the VVER-440/213 main
building complex Paks on latest blast experiments
T. Katona, S. Ratkai, A. Halbritter, N.J. Krutzik and W. Schutz |
| KW2/9 |
Dynamic
behavior of VVER-440/230 Novovoronezh under earthquake loading
N.J. Krutzik, D. Papandreou, W. Schutz, Y.K. Ambriashvili and St.
Belochin |
| KW2/10 |
Blast
excitation response of Kozloduy unit 5 VVER-1000 NPP reactor building
P. Varpasuo |
| KW2/11 |
The
SSI-and structural response of the Paks NPP for explosion excitation
P. Varpasuo |
| KW2/13 |
Analysis
of the structures of units 1 to 6, NPP Kozloduy for local earthquakes
M. Kostov, H. Boncheva, D. Stefanov, A. Kaneva, G. Varbanov and N.
Koleva |
| KW2/14 |
Description
of the benchmark study for dynamic analysis and testing of Paks and Kozloduy
NPPs
A. Gurpinar and A. Godoy |
