| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A damage mitigation measure for steel structures under blast loading
|
Mirtaheri, Masoud
|
|
2011
|
11 |
3 |
p. 287-295
|
artikel
|
| 2 |
Design approach of cold-formed steel portal frames
|
Dundu, M.
|
|
2011
|
11 |
3 |
p. 259-273
|
artikel
|
| 3 |
Effect of variation of component dimensions and weld profiles on the free vibration response of stiffened plates
|
Wongwitit, S.
|
|
2011
|
11 |
3 |
p. 367-381
|
artikel
|
| 4 |
Elastic web bend-buckling analysis of longitudinally stiffened I-section girders
|
Cho, Eun-Young
|
|
2011
|
11 |
3 |
p. 297-313
|
artikel
|
| 5 |
Experimental and numerical investigations on residual stresses in a multi-pass butt-welded high strength SM570-TMCP steel plate
|
Chang, Kyong-Ho
|
|
2011
|
11 |
3 |
p. 315-324
|
artikel
|
| 6 |
Finite element analysis of flush end-plate connections connected to column web
|
Tahir, Mahmood Md
|
|
2011
|
11 |
3 |
p. 247-258
|
artikel
|
| 7 |
Fracture prediction of welded steel connections using traditional fracture mechanics and calibrated micromechanics based models
|
Wang, Yuanqing
|
|
2011
|
11 |
3 |
p. 351-366
|
artikel
|
| 8 |
New approach to evaluate the response modification factors for steel moment resisting frames
|
Kang, Cheol-Kyu
|
|
2011
|
11 |
3 |
p. 275-286
|
artikel
|
| 9 |
Numerical investigation of the effects of connection rotational stiffness on block shear capacity of coped beams with a welded end connection
|
Sun, WeiWei
|
|
2011
|
11 |
3 |
p. 325-333
|
artikel
|
| 10 |
Probabilistic optimal safety with minimum life-cycle cost based on stochastic finite element analysis of steel cable-stayed bridges
|
Han, Sung-Ho
|
|
2011
|
11 |
3 |
p. 335-349
|
artikel
|
| 11 |
Tension force estimation of extradosed bridge cables oscillating nonlinearly under gravity effects
|
Choi, Dong-Ho
|
|
2011
|
11 |
3 |
p. 383-394
|
artikel
|
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