No

Sesion

Date

From

Till

Room

chairman

11,1

S1

2001-06-26

14:00

15:30

D

R. Rikards

11,6

S6

2001-06-27

16:00

17:30

D

I. Páczelt

11,3

S3

2001-06-26

18:00

19:30

D

B. Wilczyński

11,4

S4

2001-06-27

10:45

12:15

D

A. Garstecki

11,5

S5

2001-06-27

14:00

15:30

D

L. Fourment

11,2

S2

2001-06-26

16:00

17:30

D

D. Bojczuk

11,7

S7

2001-06-27

18:00

18:40

D

T. Burczyński

Time

Authors

Title

No

T

14:00

L. Fourment, S.H. Chung

Direct and adjoint differentiation methods for shape optimization in non-steady forming apllications

98

I

14:36

S.M.B.A. da Silva, P.R.M. Lyra, F.P.C. Almeida

Analysis and optimization of transient thermal-structural problems

297

C

14:54

I. Páczelt, A. Baksa

Solution of contact optimization problems with iteration

163

C

15:12

B. Wilczyński

Shape optimization of machine components with respect to stress

489

C

Time

Authors

Title

No

T

16:00

R. Barsotti, S. Ligaro, G. Royer-Carfagni

Optimal suspension bridge design deduced from natural wrinkling of membranes

201

C

16:18

A. Csébfalvi

Discrete minimal weight design of shallow space trusses with a path-following stability constraint

44

C

16:36

J. Niczyj

Reliability-based optimization of trusses by fuzzy sets theory

315

C

16:54

E. Mangoni, M. Severi, P. Spinelli

A topology optimization approach to RC plane element design

166

C

17:12

I. Marczewska, W. Sosnowski

Multi-step optimization of stiffened plates

212

C

Time

Authors

Title

No

T

18:00

D. Bojczuk

Finite element formulation of sensitivity analysis for non-linear structures in critical states

182

C

18:18

R.M.L.R.F. Brasil, M.A. Silva, J.S. Arora, C.C. Swan

On optimization and sensibility for civil structures subjected to dynamic loading

100

C

18:36

A. Garstecki, Z. Pozorski

Sensitivity analysis of dynamic systems for unspecified support and load parameters

407

C

18:54

A. Mężyk, E. Świtoński

Sensitivity analysis and optimisation of dynamic characteristics of vibrating systems

423

C

19:12

Z. Koruba

Control optimisation of space scanning system autonomous on the deck of flying object

26

C

Time

Authors

Title

No

T

10:45

R. Rikards

Response surface method in solution of structural optimization and identification problems

584

I

11:21

V.L. Markine, A. de Man, C. Esveld

Use of a numerical optimization method for identification of dynamic properties of a railway track

541

C

11:39

Á. Kovács, Z. Vízváry

Design optimization for cantilever- and bridge-type acceleration microsensors using the finite element method

48

C

11:57

J. Auzins, R. Rikards

Identification and approximation techniques for response surface method

193

C

Time

Authors

Title

No

T

14:00

A. Leontiev, W. Huacasi

Mathematical programming technique for ground flow simulation

71

C

14:18

T. Burczyński, W. Kuś

Shape optimization of elasto-plastic structures using distributed evolutionary algorithms

458

C

14:36

R. Belevicius, S. Valentinavicius

Optimization of grillage-type foundations

129

C

14:54

S. Czarnecki

Topology and shape optimization of shell bar structures

269

C

15:12

A. Muc, W. Gurba

Shape optimization of shell structures using splines and probabilistic algorithms

544

C

Time

Authors

Title

No

T

16:00

A. Lipka, S. Schwarz, E. Ramm

Topology optimization of three-dimensional structures with consideration of elastoplastic structural response

484

C

16:18

S. Czarnecki, T. Lewiński

Optimal layouts of a two-phase isotropic material in thin elastic plates

270

C

16:36

G. Chiandussi, I. Gaviglio, A. Ibba

Evolutionary method for topology optimisation with maximum stress control

282

C

16:54

M.D. Sciuva, D. Lomario, J.P. Voyat

Evolutionary algorithms. Their use in multicoinstrained optimization of laminated and sandwich plates

68

C

17:12

A.M. Othman

Optimal design of two-phase thin plates

16

C

Time

Authors

Title

No

T

18:00

J. Boroń

Unconventional utility function in multicriteria, discrete structural synthesis

18

C

18:20

A. Pownuk

New inclusion functions in interval global optimisation of engineering structures

28

C