No

Sesion

Date

From

Till

Room

chairman

co-chairman

30,1

S1

2001-06-26

14:00

15:30

I

A. Combescure

30,2

S2

2001-06-26

16:00

17:30

I

J. Arbocz

30,3

S3

2001-06-26

18:00

19:20

I

J.M. Rotter

30,4

S4

2001-06-27

10:45

11:25

I

C. Cichoń

Time

Authors

Title

No

T

14:00

J.M. Rotter

Shell analysis and its use in design within the framework of the new European Standard

577

I

14:30

W. Schneider, K. Höhn, I. Timmel, R. Thiele

Quasi-collapse-affine imperfections at slender wind-loaded cylindrical steel shells

158

C

14:50

S.B. Filippov, A.L. Lopatukhin

Optimal arrangement of rings used for the reinforcement of thin cylindrical shells

254

C

15:10

M. Daghigh

Buckling and elasto-plastic analysis of stiffened cylindrical shells

295

C

Time

Authors

Title

No

T

16:00

A. Combescure, G. Nefussi, G. Teuma

Prediction of non symmetric instabilities of axisymmetric structures experiencing large strains

350

I

16:30

S.C. Fan, D.Y. Zhen

A stability analysis of a cracked beam-column using modified Fourier series embedded with fracture coefficients

379

C

16:50

S. Baguet, B. Cochelin

Buckling of imperfect elastic shells using the asymptotic numerical method

399

C

17:10

R. Kačianauskas, M. Samofalov

Semi-analytical finite elements for the stability analysis of thin-walled beams

35

C

Time

Authors

Title

No

T

18:00

J. Ye, H. Xiao

Study and applications of a Bounding Method in stability analysis of stiffened composite aerospace panels

5

C

18:20

A.L. Smirnov

Buckling of reinforced thin shells

253

C

18:40

R. Barsotti, S. Ligaro

The postbuckling behaviour of metallic stiffened plate girders

322

C

19:00

V.A. Zarutsky, N. Prokopenko, Y. Skosarenko

On influence of a discrete ribs placing on the stability of a ribbed plates and shells

87

C

Time

Authors

Title

No

T

10:45

A. Perelmuter, V.I. Slivker

The problem of interpretations of the stability analysis results

82

C

11:05

I. Kozák, T. Szabó

Stability analysis of elastic structures subjected to deformation dependent tractions

219

C