| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analytical formulation of the elastic–plastic behaviour of bi-symmetrical steel shapes
|
Baptista, António Manuel
|
|
2006
|
62 |
9 |
p. 872-884
13 p.
|
artikel
|
| 2 |
Arranging the plastic hinges and improving the strength of steel tubes with tapered ends: Analysis and tests
|
Luo, Yaozhi
|
|
2006
|
62 |
9 |
p. 885-892
8 p.
|
artikel
|
| 3 |
Bending capacity of composite girders with Class 3 section
|
Ryu, Hyung-Keun
|
|
2006
|
62 |
9 |
p. 847-855
9 p.
|
artikel
|
| 4 |
Buckling strength of multi-story sway, non-sway and partially-sway frames with semi-rigid connections
|
Mageirou, Georgios E.
|
|
2006
|
62 |
9 |
p. 893-905
13 p.
|
artikel
|
| 5 |
Calendar
|
|
|
2006
|
62 |
9 |
p. I-II
nvt p.
|
artikel
|
| 6 |
Distortional buckling of castellated beams
|
Zirakian, Tadeh
|
|
2006
|
62 |
9 |
p. 863-871
9 p.
|
artikel
|
| 7 |
Element stiffness matrix and modified coefficients for circular tube with tapered ends
|
Luo, Yaozhi
|
|
2006
|
62 |
9 |
p. 856-862
7 p.
|
artikel
|
| 8 |
Erratum to “Tests on stub columns of concrete-filled RHS sections” [Journal of Constructional Steel Research 58 (2002) 353–372]
|
Han, L.-H.
|
|
2006
|
62 |
9 |
p. 931-932
2 p.
|
artikel
|
| 9 |
Strength and ductility evaluation of steel bridge piers with linearly tapered plates
|
Susantha, K.A.S.
|
|
2006
|
62 |
9 |
p. 906-916
11 p.
|
artikel
|
| 10 |
Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study
|
Gara, F.
|
|
2006
|
62 |
9 |
p. 917-930
14 p.
|
artikel
|
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