No

Sesion

Date

From

Till

Room

chairman

co-chairman

07,1

S5

2001-06-27

14:00

15:30

I

G.I. Schuëller

H.G. Matthies

07,2

S6

2001-06-27

16:00

17:30

I

H.J. Pradlwarter

K. Doliński

07,3

S7

2001-06-27

18:00

19:30

I

M. Kleiber

Time

Authors

Title

No

T

14:00

H.J. Pradlwarter

On the significance of deterministic FE-procedures in stochastic structural analysis

579

I

14:36

H.G. Matthies, A. Keese

Multilevel methods for stochastic structural systems

162

C

14:54

Y.S. Petryna, D. Pfanner, F. Stangenberg

Adapted probabilistic assessment of deteriorating RC structures

188

C

15:12

Y. Imai, H. Inomo, W. Shiraki, H. Ishikawa, N. Okabe, M. Tsutsumi

Probabilistic life prediction based on field Date

625

C

Time

Authors

Title

No

T

16:00

J. Geistefeldt, D. Dinkler

A stochastic finite element method for aeroelastic structures in turbulent wind fields

345

C

16:18

J. Argyris, M. Papadrakakis, G. Stefanou

Stochastic finite element analysis of shells

377

C

16:36

U. Nyman, P.J. Gustafsson

Finite Element formulation and implementation of non-linear shell reliability

119

C

16:54

J. Górski

Identification and simulation of geometric imperfections in plates and shells

227

C

17:12

M. Hammoutene, B. Tiliouine, N. Zidelmal

Stochastic prediction of maximum seismic response of building structures

563

C

Time

Authors

Title

No

T

18:00

R. Stocki, K. Kolanek, S. Jendo, M. Kleiber

Computational aspects of discrete reliability-based optimization of structural systems

256

C

18:18

B. Möller, W. Graf, M. Beer, J.U. Sickert

Fuzzy probabilistics and its application for the safety assessment of structures

94

C

18:36

A. Olsson, G. Sandberg, O. Dahlblom

Latin Hypercube sampling - a Tool in Structural Reliability Analysis

112

C

18:54

H. Grundmann, S. Lenz, H. Waubke

Time dependent moving load on a half space with random properties transform techniques for a numerical approach

454

C

19:12

V.S. Karpilovsky, E.Z Kryksunov, A. Perelmuter

Taking into account the indeterminacy of properties of a design analysis model

59

C