| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A simplified analytical story drift evaluation of steel moment frames with radius-cut reduced beam section
|
Lee, Cheol-Ho
|
|
2007
|
63 |
4 |
p. 564-570
7 p.
|
artikel
|
| 2 |
Axial restraint effects on the fire resistance of composite columns encasing I-section steel
|
Huang, Zhan-Fei
|
|
2007
|
63 |
4 |
p. 437-447
11 p.
|
artikel
|
| 3 |
Calendar
|
|
|
2007
|
63 |
4 |
p. I-II
nvt p.
|
artikel
|
| 4 |
Cyclic behaviour, deformability and rigidity of stiffened steel shear panels
|
Alinia, M.M.
|
|
2007
|
63 |
4 |
p. 554-563
10 p.
|
artikel
|
| 5 |
Design of end-plate connections with elastomeric intermediate layer
|
Nasdala, Lutz
|
|
2007
|
63 |
4 |
p. 494-504
11 p.
|
artikel
|
| 6 |
Effects of geometrical shape and incremental loads on scaffold systems
|
Peng, J.L.
|
|
2007
|
63 |
4 |
p. 448-459
12 p.
|
artikel
|
| 7 |
Finite element modeling of block shear failure in coped steel beams
|
Topkaya, Cem
|
|
2007
|
63 |
4 |
p. 544-553
10 p.
|
artikel
|
| 8 |
Finite element modelling of composite beams with full and partial shear connection
|
Queiroz, F.D.
|
|
2007
|
63 |
4 |
p. 505-521
17 p.
|
artikel
|
| 9 |
Inelastic performance of cold-formed steel strap braced walls
|
Al-Kharat, M.
|
|
2007
|
63 |
4 |
p. 460-474
15 p.
|
artikel
|
| 10 |
Resistance of headed studs subjected to fatigue loading
|
Hanswille, Gerhard
|
|
2007
|
63 |
4 |
p. 475-484
10 p.
|
artikel
|
| 11 |
Resistance of headed studs subjected to fatigue loading Part II: Analytical study
|
Hanswille, Gerhard
|
|
2007
|
63 |
4 |
p. 485-493
9 p.
|
artikel
|
| 12 |
Seismic design of reduced beam section steel moment connections with bolted web attachment
|
Lee, Cheol-Ho
|
|
2007
|
63 |
4 |
p. 522-531
10 p.
|
artikel
|
| 13 |
Semi-analytical buckling strength analysis of plates with arbitrary stiffener arrangements
|
Brubak, L.
|
|
2007
|
63 |
4 |
p. 532-543
12 p.
|
artikel
|
| 14 |
Strength of arc-welded T-joints between equal width cold-formed RHS
|
Teh, Lip H.
|
|
2007
|
63 |
4 |
p. 571-579
9 p.
|
artikel
|
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