7th International
Conference on
Structural Mechanics
in Reactor Technology
|
7th International
Conference on |
|
DIVISION K: SEISMIC RESPONSE
ANALYSIS OF NUCLEAR
POWER PLANT SYSTEMS
K1 - Wave Propagation and Ground Motions
K2 - Modeling of Structures, Systems and Equipment
| K2/1 |
Researches on Modeling of Nuclear Power Plants for
Dynamic Response Analysis |
| K2/4 | Support Stiffness Effects on
Piping Dynamic Response H. Uyei, G.V. Miller |
| K2/5 | Seismic Modeling of Nuclear
Plant Buildings and Shear Lag Problem A.K. Gupta |
| K2/6 | Silicone Rubber Models Tests
fir Evaluating Horizontal Stiffness of Reactor Building K. Kawamata, M. Ohnuma, S. Watanabe |
| K2/7 | Horizontal Loading Tests on
1/10 Scale Model of Inner Concrete Structure for PWR-Type Nuclear Power
Plant M. Kato, Y. Watanabe, T. Takeda, Y. Yamaguchi, M. Ito, N. Furuya |
| K2/8 | Verification of Experimental
Modal Modeling Using HDR Dynamic Test Data M.G. Srinivasan, C.A. Kot, B.J. Hsieh |
|
K2/9 |
Determination of Superstructure Damping Using HDR Test Data |
| K2/10 | Possibilities of Decoupled
Consideration of HDR Components P. Jehlicka, G. Frik, G. Platz |
| K2/11 | HDR URL Confirmatory Evaluations P. Bezler, M. Subudhi, Y.K Wang |
| K2/12 | Experimental Studies of Nonlinear Structure-Medium
Interaction of Model Containment Buildings in Backfilled Rock Sockets G.E. Howard, D.E. Chitty, R.F. Oleck, R.M. Wood |
| K2/13 | Experimental Modal Analysis
of Scale Models of Large Structures on the Centrifuge A. Zelikson, P. Leguay, J. Riviere |
K3 - Response of Structures I
| K3/1 |
Quadratic Eigenvalue Solver for Modal Response Analysis
of Non-Proportionally Damped Elastic Structures |
| K3/2 | Diagonalization Methods for
Viscous and Hysteretic Damping Matrices A. Cella, A. Greco, R. Leo |
| K3/3 | Limitations of Modal Analysis
of Damped Structures K.-G. Krapf, H. Wölfel |
| K3/4 | Errors Resulting from Reduction
Methods C.A. Miller, A.J. Philippacopoulos |
| K3/5 | Errors Resulting from Reduction
Methods M. Paz, C. Malpartida |
| K3/6 | Comparison of Methods for the
Seismic Response of Nuclear Power Plant Buildings P. Labbe, Ph. Richard |
| K3/8 | A Consistent Response Spectrum
Analysis Including the Resonance Range D. Schmitz, A. Simmchen |
| K3/9 | Combination of Earthquake Directional Effects A. Morrone |
| K3/10 | A Simple Method of Combining
Modal Responses A.K. Gupta |
| K3/11 | Combination of Responses from
Closely Spaced Modes N.C. Tsai |
| K3/12 | Completed Modal Integration
(Komplettierte modale Integration) K. Peters, U. Wagner |
K4 - Response of Structures II
| K4/1 |
Nonlinear Seismic Response of Small-Scale Reinforced
Concrete Shear Wall Structures |
| K4/2 | Influence of Earthquake Strong
Motion Duration on Nonlinear Structural Responses K. Meskouris |
| K4/4 | Lineare und nichtlineare, dynamische Analysen
von Krantragwerken und Gestellen aufgrund von Erdbeben W. Elfmann |
| K4/5 | Analysis of Interaction of
Cable Trays, Piping, Conduits, and their Supports in a Dynamic Event A. Al-Dabbagh, M. Amin, J.M. Doyle, J. Pop, Jr. |
| K4/6 | Multimode Response Factors
for the Seismic Analysis of Component-Support Systems W.H. Caldwell-Johnson, P. Shunmugavel |
| K4/7 | Earthquake Analysis of Structures
and Components Via Simplified Methods: Investigations Within the HDR Safety
Program (F.R. Germany) K.-G. Krapf, M. Schalk, H. Wölfel |
| K4/8 | Local Instabilities of Liquid
Filled Cylindrical Shells Under Earthquake Excitation D.F. Fischer, F.G. Rammerstorfer |
K5 - Response of Structures III
K6 - Response of Structures IV
| K6/1 |
A Comparison of Floor Response Spectra Techniques |
| K6/2 | Calculation Method of Floor
Response Spectrum Based on Response Characteristic of Two-Degrees-of-Freedom
Uncoupled System A. Kurosaki, M. Kozeki, T. Ide |
| K6/3 | On the Computation of FRS W. Ciucchi, L. Lazzeri, M. Olivieri |
| K6/4 | Evaluation of Floor Response Spectra Obtained
Directly from the Design Spectra P. Arnold, J. Keklikoglou, N. Krutzik |
| K6/5 | Evaluation of Methods Used
for the Direct Generation of Response Spectra R.L. Mayes, T. Muraki, L.R. Jones, R. Donikian |
| K6/6 | Design Spectra Development
Considering Short Time Histories E.O. Weiner |
| K6/7 | Use and Generation of Floor
Response Spectra A. Ordonez Villalobos |
| K6/8 | Influence of the Rotational Components on
the Derivation of seismic Floor Response Spectra V. Langer, A. Widler |
| K6/9 | Evaluation of Torsion Effects to Floor Response S.C. Foelber, F.J. Hsiu |
| K6/10 | An Alternative Procedure for
Direct Generation of Seismic Floor Spectra M.P. Singh, A.M. Sharma |
K7- Missle Impact I
K8 - Soil-Structure Interaction I
K9 - Soil-Structure Interaction II
K10 - Soil-Structure Interaction III
K11 - Pile Response and Underground Structures
| K11/1 |
Dynamic-Stiffness Matrix of Embedded and Pile Foundations
by Indirect Boundary Element Method |
| K11/2 | Predicting Forces and Margins
of Safety of Pile Foundations P.P. Christiano, J.-N. Levadous, F. Henning |
| K11/3 | Three-Dimensional Pile-Soil-Pile Interaction
Analysis in Time Domain V. M. Trbojevic, R.R. Kunar |
| K11/4 | Analysis of Pile-Soil-Structure
Interaction for Aircraft Impact R. Danisch, K. Delinic, R.R. Kunar, V.M. Trbojevic |
| K11/5 | Pile Groups Analysis Under Static and Dynamic
Loads - Effect of Soil Non-linearities K. Ickroth, F. Henning |
| K11/6 | Experimental Evaluation of the Dynamic Properties
of a Massive Pile Foundation P. Gülkan, M. Erdik, A. Gürpinar |
| K11/7 | Seismic Loads on Tunnels and
Buried Pipelines M.V. Ionita, F. Volpe, A. Castellani |
| K11/9 | Response of Buried Tunnels
to Earthquake Excitation P.P. Christiano, D.A. Raynaud |
| K11/10 | Deterministic Seismic Analysis
of Slender Infinite Buried Structures J. Goodman, Y. Zaslavsky |
| K11/11 | Soil Structure Seismic Interaction in the
Analysis of Underground Tunnels A.G. Masso, I. Attalla, E. Kisiridis |
K12 - Response of Piping and Equipment
K13 - Seismic Qualification of Systems and Equipment
| K13/1 |
A Pilot Program for the Development of an Alternative Approach to
Seismic Equipment Qualification |
| K13/2 | Theory and Implementation
of Analytical Tools to Calculate Response Changes in Equipment Previously
Evaluated by Testing W. Djordjevic, S. Anagnostis |
| K13/3 | Seismic Tests According to
New Spcifications G. Cotel, H. Lemaire |
| K13/4 | Equivalent Usage Factor for
Equipment Qualification Testing A. Javid, B. Fatemi, R. Santoro |
| K13/5 | About Seismic Qualification
of Equipments by Multi-Spectra Method P. d'Anthouard |
| K13/6 | Seismic Qualification of Valves in Nuclear
Applications R. Manuelyan, E.J. Bond, C.M. Jan |
| K13/7 | Effective Combination Methods for Seismic
Qualification of Electrical and Control Equipment K.K. Bandyopadhyay, C.M. Jan |
| K13/8 | A Seismic Evaluation Study
of Mechanical and Electrical Equipment at an Existing Nuclear Handling Facility W. Djordjevic, F. Elsabee, L. Serdar, R. Graves |
K14 - Design Concepts
| K14/1 |
Nuclear Power Plant Seismic Design - A Review of Selected
Topics |
| K14/2 | Principles of Earthquake Design
for Nuclear Power Plants in the FRG - Historical Develoment and a Critical
Review M. Hintergräber, R. Wittmann. |
| K14/3 | Changes of the Basic Principles for the Seismic
Design of Nuclear Power Plants M. Hintergräber, R. Wittmann |
| K14/5 | Seismic Capacities of Existing
Nuclear Power Plant Structures D.A. Wesley, P.S. Hashimoto, R.B. Narver |
| K14/6 | Load Factor Determination
in LRF - Design for Safety Related Reinforced Concrete Structures P. Varpasuo |
| K14/7 | Seismic Evaluation of a Connected Versus -
A Disconnected Auxiliary-Turbine Building Complex K.K. Bandyopadhyay, C.M. Jan |
| K14/8 | Seismic Behaviour of Spent
Fuel Racks in Different Configurations of Support Design D. Bouche-Pillon, F. Le Breton, A. Thouvenot |
K15 - Behavior of Structures and Systems During Tests and Earthquakes
| K15/1 |
Identification of Natural Frequencies and Modes of
a Nuclear Power Plant by Means of Excitation with Environment Noise |
| K15/3 | Forced Vibration Tests of
a Model Foundation on Rock Ground N. Kisaki, M. Siota, M. Yamada, A. Ikeda, H. Tsuchiya, K. Kitazawa, Y. Kuwabara, Y. Ogiwara |
| K15/4 |
HDR Steel Containment Vessel Dynamic Inertance Tests |
| K15/5 | HDR Flood Water Storage Tank
Modal Vibration Tests V.W. Gorman, G.L. Thinnes |
| K15/6 | Evaluation of Damping Values for Reactor Building
and Components from Seismic Tests at the HDR Facility H. Steinhilber |
| K15/7 | Forced Vibration Tests and Simulation Analyses
of Reactor Containment Facilities (PWR-Type) T. Iwatate, A. Sakurai, Y. Masuko, T. Utsunomiya, G. Hirose, Y. Watanabe, I. Hama, K. Hagio, T. Nishiyama |
| K15/8 | Observations of Earthquake
Motions and Their Simulative Analyses of a PWR-Type Nuclear Power Station T. Utsunomiya, H. Tanaka, Y. Watanabe, K. Matsuda, I. Hama, S. Kawamura, K. Hagio, T. Nishiyama |
|
K15/9 |
Evaluation Procedures for Single Axis Sinusoidal Test
to Design Spectrum Requirements |
| K15/10 | Theoretical and Experimental
Study of Auxiliary Pump During Faulted Condition Accident D. Bouche-Pilon, M. Gonin, J.C. Queval |
| K15/11 | Experimental Determination
of Damping Factors for Walls of Masonry and Reinforced Concrete P. Buttmann |
| K15/12 | Seismic Testing of a Three-Hour
Fire-Rated Steel-Framed Gypsum Drywall Partition for Nuclear Plants F.A. Thulin, Jr. |
K16 - PANEL DISCUSSION: Seismic Isolation Concepts
| K16/1 |
Response of a Nuclear Power Plant on Aseismic Bearings
from Horizontally Propagating Waves |
| K16/2 | Seismic Isolation for Nuclear
Power Plants J.M. Eidinger |
| K16//3 | Comparative Analyses of a
Nuclear Island on Linear and Non-Linear Aseismic Bearing Pads J.-N. Levdous, A.P. Michalopoulos, C. Coladant |
| K16/4 | Aseismic Design of Nuclear Power Plants B. Ballweber, U. Graubner, H. Schillberg |
| K16/5 | Influence of Elasticity and Damping of the
Building-Support System on the Response of Equipment Inside G. Hüffmann, W. Kuitzsch |
| K16/6 | Alexisismon Isolation Engineering
for Nuclear Power Plants A.S. Ikonomou |
| K16/7 | Analysis of Spring-Supported Platforms by
Modal Combination K. Sachs, D.H. Rutherford |
| K16/8 | Periodically Layered Composites
for Mountings A.K. Ghosh |
| K16/9 | Active Control for Extinction
in Minimum Time of a Fluid Coupled Coaxial Cylinders Vibrations V.F. Poterasu |