| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Curved steel I-girder bridges: experimental and analytical studies
|
Zureick, A.
|
|
2000
|
22 |
2 |
p. 180-190
11 p.
|
artikel
|
| 2 |
Editorial
|
|
|
2000
|
22 |
2 |
p. 105-
1 p.
|
artikel
|
| 3 |
Elastoplastic analysis of steel members and frames subjected to cyclic loading
|
Usami, Tsutomu
|
|
2000
|
22 |
2 |
p. 135-145
11 p.
|
artikel
|
| 4 |
Evaluation of steel properties and cracking in “k”-area of W shapes
|
Tide, R.H.R
|
|
2000
|
22 |
2 |
p. 128-134
7 p.
|
artikel
|
| 5 |
Full-scale tests of steel frames with semi-rigid connections
|
Iványi, Miklós
|
|
2000
|
22 |
2 |
p. 168-179
12 p.
|
artikel
|
| 6 |
Inelastic incremental analysis of an industrial Pratt truss
|
Kennedy, D.J.Laurie
|
|
2000
|
22 |
2 |
p. 146-154
9 p.
|
artikel
|
| 7 |
LRFD: implementing structural reliability in professional practice
|
Ellingwood, Bruce R
|
|
2000
|
22 |
2 |
p. 106-115
10 p.
|
artikel
|
| 8 |
Nonlinear analysis of 3D seismic interaction of soil–pile–structure systems and application
|
Cai, Y.X.
|
|
2000
|
22 |
2 |
p. 191-199
9 p.
|
artikel
|
| 9 |
Reduction of structural ductility factor due to variability of steel properties
|
Fukumoto, Yuhshi
|
|
2000
|
22 |
2 |
p. 123-127
5 p.
|
artikel
|
| 10 |
Stability of steel frames: the cases for simple elastic and rigorous inelastic analysis/design procedures
|
White, Donald W
|
|
2000
|
22 |
2 |
p. 155-167
13 p.
|
artikel
|
| 11 |
Structural stability: from theory to practice
|
Chen, W.F.
|
|
2000
|
22 |
2 |
p. 116-122
7 p.
|
artikel
|
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