| H01/2 |
Concrete monitoring analysis
during the prestressing of a containment and comparison with foreseen
design values
F. Roy, P. Guinet and F. Barre
|
| H01/3 |
Pressurization test on the equipment
hatch model
S. Arai, T. Matsumoto, M. Goto, Y. Naruse, T. Mieda and H.
Yamanaka
|
| H01/4 |
Method
of in-situ test for dynamic modulus of elasticity on reactor buildings
A. Nobata, Y. Yasui, A. Miyamoto, Y. Itabashi, Y. Watanabe, Y. Sono
and K. Hirano |
| H01/5 |
Evaluation of Residual
Tension Force in PCCV Tendons at Genkai Unit 3 & 4
Kazuhiko Kiyohara, Youichi Sono, Takahiro Shigaki, Tsuneo Yamaguchi
and Mikio Yamamoto |
| H01/6 |
Study
on the tensile force redistribution of heated tendon
A. Kato, T. Abe, Y. Sono, T. Yamaguchi and M. Yamamoto |
| H02/2 |
Biaxial
membrane and bending tests on reinforced concrete panels
I.R. Pascu, J.F. Jullien and C. Duval |
| H02/5 |
Thermal stability of concrete
under accidental situation
N.A. Noumowe, P. Clastres, Zadeh M. Shekarchi, G. Debicki
|
| H02/6 |
Influence of material structure
on size effect law of concrete structures
H. Mihashi
|
| H02/7 |
Size effects on tensile impact
mechanical properties and fracture process of plain concrete
C. Albertini, E. Cadoni, S. Economou and K. Labibes
|
| H02/8 |
Behaviour of concrete with
reinforcement under split tension
P.C. Basu and N. Rajagopalan
|
| H03/1 |
Testing of a steel containment
vessel model
V.K. Luk, M.F. Hessheimer, T. Matsumoto, K. Komine and J.F. Costello
|
| H03/2 |
Preliminary results of steel
containment vessel model test
T. Matsumoto, K. Komine, S. Arai, V.K. Luk, M.F. Hessheimer and
J.F. Costello
|
| H03/3 |
Preliminary
analysis of a 1:4 scale prestressed concrete containment vessel model
R.A. Dameron, Y.R. Rashid, V.K. Luk and M.F. Hessheimer |
| H03/4 |
Instrumentation
and testing of a prestressed concrete containment vessel model
M.F. Hessheimer, D.W. Pace, E.W. Klamerus, T. Matsumoto and J.F.
Costello |
| H03/5 |
Structural integrity test of
reinforced concrete containment vessel at Kashiwazaki Kariwa nuclear power
station unit No6 (Part 1: Test plan and results)
R. Kikuchi, Y. Kobayashi, K. Ichizono, S. Kawamura, M. Hiramoto,
S. Hoshino, H. Minami, Y. Abe, M. Maruta, S. Nagai and T. Akioka
|
| H03/6 |
Structural
integrity test of reinforced concrete containment vessel at Kashiwazaki
Kariwa nuclear power station unit No6 (Part 2: Evaluation of test results)
K. Sugiyama, H. Morikawa, T. Akioka, H. Kato and S. Nagai |
| H03/7 |
Structural
integrity test of Candu 600 reactor building of Wolsong unit-2
Y.L. Paek, G. Hollo and Y.S. Kim |
| H04/1 |
Structural aging issues and
research
H.L. Graves, L.C. Shao, T.Y. Chang, J.F. Costello, D.J. Naus and
C.B. Oland
|
| H04/3 |
Probability safety assessment
of typical 900 MWE French nuclear containment
L. Granger and J. Chataigner
|
| H04/4 |
Aging maintenance system of
safety related concrete structures in nuclear power plants
Y.C. Song, M.S. Cho and Y.S. Ham
|
| H04/6 |
Infrared thermographic evaluation
of fatigue behavior of concrete
M.P. Luong
|
| H05/2 |
A discussion of the use of
finite elements to analyse safety-critical concrete structures
P.C. Smith, D.R.J. Owen and N. Bicanic
|
| H05/3 |
The use of concrete-filled
steel structures for modular construction of advanced reactors
J. Braverman, R. Morante, C.H. Hofmayer and H.L. Graves
|
| H05/4 |
Study of the structural characteristics
of the deeply embedded reactor building housing two reactors
A. Kato, T. Nishizawa, Y. Takeuchi, N. Miura and T. Nagahama
|
| H05/6 |
Strength estimation of a reinforced
concrete containment without prestressing
R.V. Arutyunan, L.A. Bolshov, A.S. Zalesov, A.S. Kiselev, A.S.
Kiselev, V.N. Medvedev and A.N. Ulyanov
|
| H05/7 |
Pecularities of a computational
analysis of a prestressed concrete containment
R.V. Arutyunan, L.A. Bolshov, A.N. Ulyanov, A.S. Zalesov, A.S.
Kiselev, A.S. Kiselev and V.N. Medvedev
|
| H06/1 |
Differential foundation settlements
and thermal loading sensitivity of a typical reinforced concrete cooling
tower against phenomena of ageing
M. Djerround, O. Merabet, J.M. Reynouard and D. Chauvel
|
| H06/2 |
A two dimensional model for
cooling towers with geometrical imperfections and cracks
Ch. Baillis, A. Limam, J.F. Jullien, D. Chauvel and C. Duval
|
| H06/3 |
Stress evaluation of RC shell
elements based on three-dimensional equilibrium
M. Nakamura and K. Maruyama
|
| H06/4 |
Analysis of reinforced concrete
shell elements subjected to membrane forces, bending moments and transverse
shear forces encountered in RCCV
P.F. Gou, M. Nakamura, K. Marayama, G. Ehlert and S. Ogawa
|
| H06/5 |
Finite element methods in gradient
plasticity for beams failure modes analysis
F. Meftah, J.M. Reynouard and M.G. Salomon
|
| H07/1 |
Influence of test parameters/methods
on qualification of expansion anchors
Y.S. Kim and K.H. Lee
|
| H07/2 |
Fundamental study on pull-out
strength of liner-anchor
K. Takiguchi and H. Hotta
|
| H07/3 |
Numerical modelling of the
dynamic pull-out failure loads of anchors in concrete structures
H. Walter, L. Baillet and M. Brunet
|
| H07/4 |
Cyclic shear load testing of
concrete expansion anchors
S.Y. Kim, C.H. Yun, S.M. Lee and G.L. Barnes
|
| H07/5 |
Dynamic behavior of anchors
in cracked and uncracked concrete
H.L. Graves, J.F. Costello, R.E. Klingner, J.M. Hallowell and Y.
Zhang
|
| H08/1 |
The dynamic response of 5-story
R.C. structures in-situ at the European test site at Volvi
G.C. Manos, B. Yasin, J. Thaumpta, M. Triamataki, P. Skalkos and
M. demosthenous
|
| H08/3 |
Kinematic single surface global
model for the seismic analysis of RC frames
D. Miramontes, O. Merabet and J.M. Reynouard
|
| H08/4 |
A new component-based model
for the numerical analysis of R/C beam/column connections
F. Fleury, O. Merabet and J.M. Reynouard
|
| H08/5 |
Enhanced SDOF modeling techniques
of NPP shear wall structures including floor flexibility
Y.C. Kwon, J.S. Kim, B.C. Park and Y.H. Kim
|
| H08/6 |
Modeling techniques of the
complex shear wall structure on a common foundation
J.S. Kim, S.H. Lee, J.C. Song and Y.H. Rhim
|
| HKW/1 |
Report on seismic shear wall
international standard problem organized by OECD/NEA/CSNI
Y. Kitada, K. Akino, K. Terada, H. Aoyama and A. Miller
|
| HKW/2 |
Finite element analyses for
seismic shear wall international standard problem
Y.J. Park, C.H. Hofmayer and N.C. Chokshi
|
| HKW/3 |
Modeling of reinforced concrete
shear walls under varying axial load
T. Kabeyasawa and J.I. Milev
|
| HKW/4 |
An ultimate seismic response
analysis of a RC shear wall using a macroscopic model
I.H. Moon, K.S. Lee, Y.I. Lee and S.G. Kim
|
| HKW/5 |
Seismic
capacity of shear walls: accuracy of engineering practice models
B. Rast and D. Kluge |
| HKW/6 |
Non-linear
analysis of the seismic shear wall ISP using a simplified-finite-element
code
J. Mazars and Sh. Ghavamian |
| HKW/7 |
Dynamic
behavior of a shear wall: comparison between tests and analyses
A.P. Asfura and W.M Bruin |
| HKW/8 |
Method to simulate ultimate
dynamic response of a reinforced concrete shear wall under seismic loading
M. Kawakami, Y. Yanagawa, M. Kato and A. Kato
|
| HKW/10 |
Dynamic nonlinear 2D and 3D
analysis of RC shear wall under seismic loading
N. Ile, J.M. Reynouard, F. Fleury, O. Merabet and C. Duval
|
| HKW/11 |
Study on the dynamic inelastic
behavior of seismic shear walls of the reactor building
T. Minami, T. Nishikawa, M. Yoshimura and H. Ono
|
| HKW/13 |
Seismic analysis of a RC shear
wall
T. Hasegawa, H. Kumagai, K. Irino, J.G. Rots and P.H. Feenstra
|
| HKW/14 |
Ultimate load capacity of
reinforced concrete shear wall for static and dynamic loads
R.K. Singh and H.S. Kushwaha
|
| HKW/15 |
Analytical study on failure
behavior of H-shaped RC shear wall under seismic loads
K. Yang and N. Inouea
|
| HKW/16 |
Nonlinear analysis on RC shear
wall shaking table test
M. Ueda, H. Seya, Y. Ohmiya, H. Taniguchi and A. Kambayashi
|
| HW/1 |
Mechanical and leaktightness
behaviour of a containment mock-up under severe accident
L. Granger and P. Labbe
|
| HW/2 |
Testing of a concrete containment
model coated with a composite liner
R. Danisch, H. Hansen, G. Liersch and U. Peter
|
| HW/3 |
Design and erection of a large
mock-up of containment under severe accidental conditions
P. Guinet, A. Decelle, B. Lancia and F. Barre
|
| HW/4 |
Performance test of non-metallic
liner materials to be used inside reactor building
K.K. Kim, S.K. Lee and S.K. Lee
|
| HW/6 |
High performance concretes at
elevated temperature: permeability and microstructure
M. Tsimbrovska, P. Kalifa, D. Quenard and J.F. Daian
|
| HW/8 |
Study of heat-mass transfer
in reactor containment wall
Zadeh M. Shekarchi, G. Debicki, L. Granger and P. Clastres
|
| HW/9 |
Pore pressures and moisture
flow in concrete: steady and transient temperatures
G.L. England and N. Khoylou
|
