| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
An equivalent stiffness approach for modelling the behaviour of compression members according to Eurocode 3
|
Barszcz, A.M.
|
|
2007
|
63 |
1 |
p. 55-70
16 p.
|
artikel
|
| 2 |
An investigation of the block shear strength of coped beams with a welded clip angle connection — Part I: Experimental study
|
Yam, Michael C.H.
|
|
2007
|
63 |
1 |
p. 96-115
20 p.
|
artikel
|
| 3 |
An investigation of the block shear strength of coped beams with a welded clip angle connection — Part II: Numerical study
|
Yam, Michael C.H.
|
|
2007
|
63 |
1 |
p. 116-134
19 p.
|
artikel
|
| 4 |
Calendar
|
|
|
2007
|
63 |
1 |
p. I-II
nvt p.
|
artikel
|
| 5 |
Effect of the moment transfer efficiency of a beam web on deformation capacity at box column-to-H beam connections
|
Kim, Young-Ju
|
|
2007
|
63 |
1 |
p. 24-36
13 p.
|
artikel
|
| 6 |
Elastic, full plastic and lateral torsional buckling analysis of steel single-angle section beams subjected to biaxial bending
|
Aydın, Ruhi
|
|
2007
|
63 |
1 |
p. 13-23
11 p.
|
artikel
|
| 7 |
Evolutionary structural optimization of steel gusset plates
|
Khalaf, A.A.
|
|
2007
|
63 |
1 |
p. 71-81
11 p.
|
artikel
|
| 8 |
Experimental study of a pre-cracked steel–concrete composite beam
|
Jurkiewiez, B.
|
|
2007
|
63 |
1 |
p. 135-144
10 p.
|
artikel
|
| 9 |
Experimental study on rectangular CFT columns with high-strength concrete
|
Lue, Dung M.
|
|
2007
|
63 |
1 |
p. 37-44
8 p.
|
artikel
|
| 10 |
Flange and web limit states in beams subjected to patch loading
|
Carden, Lyle P.
|
|
2007
|
63 |
1 |
p. 45-54
10 p.
|
artikel
|
| 11 |
Inelastic behaviour and design of slender I-sections in minor axis bending
|
Bambach, M.R.
|
|
2007
|
63 |
1 |
p. 1-12
12 p.
|
artikel
|
| 12 |
Static and fatigue design of CHS-to-RHS welded connections using a branch conversion method
|
Packer, J.A.
|
|
2007
|
63 |
1 |
p. 82-95
14 p.
|
artikel
|
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