nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A practical approach to the spatial buckling of monosymmetrical compression members
|
Bǎluţ, N. |
|
1994 |
20 |
1-4 |
p. 203-217 15 p. |
artikel |
2 |
Collapse design of large steel digester tanks
|
Guggenberger, W. |
|
1994 |
20 |
1-4 |
p. 109-128 20 p. |
artikel |
3 |
Compression tests on cold-formed steel columns with monosymmetrical section
|
Moldovan, A. |
|
1994 |
20 |
1-4 |
p. 241-252 12 p. |
artikel |
4 |
Considerations on the value of the reduction factor for lateral-torsional buckling of beams in bending
|
Mateescu, D. |
|
1994 |
20 |
1-4 |
p. 265-277 13 p. |
artikel |
5 |
Coupled dynamic instability of thin-walled structural systems
|
Souza, M.A. |
|
1994 |
20 |
1-4 |
p. 139-149 11 p. |
artikel |
6 |
Coupled instability and negative shear lag phenomenon in box girders
|
Macháček, J. |
|
1994 |
20 |
1-4 |
p. 73-82 10 p. |
artikel |
7 |
Design of thin-walled plain channel section columns against flexural buckling
|
Rasmussen, K.J.R. |
|
1994 |
20 |
1-4 |
p. 219-240 22 p. |
artikel |
8 |
Editorial Board
|
|
|
1994 |
20 |
1-4 |
p. IFC- 1 p. |
artikel |
9 |
Effect of the local plate buckling on the ultimate strength of continuous composite beams
|
Aribert, J.M. |
|
1994 |
20 |
1-4 |
p. 279-300 22 p. |
artikel |
10 |
General report Design and impact on codes
|
Toma, T. |
|
1994 |
20 |
1-4 |
p. 151-173 23 p. |
artikel |
11 |
General report Systems—frames, shells and plated structures
|
Skaloud, M. |
|
1994 |
20 |
1-4 |
p. 1-15 15 p. |
artikel |
12 |
Implications of using refined plastic hinge analysis for load and resistance factor design
|
Liew, J.Y.R. |
|
1994 |
20 |
1-4 |
p. 17-47 31 p. |
artikel |
13 |
Interaction of breathing with the cumulation of damage in the webs of steel plate girders
|
Skaloud, M. |
|
1994 |
20 |
1-4 |
p. 83-95 13 p. |
artikel |
14 |
Interaction phenomena in double-symmetrical rolled compressed members
|
Georgescu, D. |
|
1994 |
20 |
1-4 |
p. 253-263 11 p. |
artikel |
15 |
Interaction stability criteria in combined states of stresses for metal plates and shells
|
Mendera, Z.K. |
|
1994 |
20 |
1-4 |
p. 97-108 12 p. |
artikel |
16 |
Interactive buckling curves for thin-walled sections
|
Dubina, D. |
|
1994 |
20 |
1-4 |
p. 189-201 13 p. |
artikel |
17 |
Introductory report Optimal design under coupled instabilities
|
Rondal, J. |
|
1994 |
20 |
1-4 |
p. 309-315 7 p. |
artikel |
18 |
List of contributors
|
|
|
1994 |
20 |
1-4 |
p. ix-xii nvt p. |
artikel |
19 |
Loading arrangement and structures, as one system—temporary instability of elements and structure
|
Hegedüs, László |
|
1994 |
20 |
1-4 |
p. 61-71 11 p. |
artikel |
20 |
Nonlinear analysis of static and dynamic stability of metallic chimneys
|
Catarig, A. |
|
1994 |
20 |
1-4 |
p. 129-138 10 p. |
artikel |
21 |
Preface
|
|
|
1994 |
20 |
1-4 |
p. vii-viii nvt p. |
artikel |
22 |
Probabilistic approach to elastic-plastic coupled instability
|
Murzewski, J.W. |
|
1994 |
20 |
1-4 |
p. 175-188 14 p. |
artikel |
23 |
Sensitivity of metal frames reliability to semirigid connections parameters
|
Mebarki, A. |
|
1994 |
20 |
1-4 |
p. 49-60 12 p. |
artikel |
24 |
The analysis of some practical methods for limit state verification in coupled instability—comparison with the experimental evidence
|
Patriniche, N. |
|
1994 |
20 |
1-4 |
p. 301-308 8 p. |
artikel |