| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Announcement
|
|
|
2005
|
27 |
5 |
p. IV-
1 p.
|
artikel
|
| 2 |
A refined finite element formulation for flexural and torsional buckling of beam–columns with finite rotations
|
Gu, Jian-Xin
|
|
2005
|
27 |
5 |
p. 749-759
11 p.
|
artikel
|
| 3 |
Calendar
|
|
|
2005
|
27 |
5 |
p. I-III
nvt p.
|
artikel
|
| 4 |
Damage detection in bridges using neural networks for pattern recognition of vibration signatures
|
Yeung, W.T.
|
|
2005
|
27 |
5 |
p. 685-698
14 p.
|
artikel
|
| 5 |
Design of tuned mass dampers incorporating wire rope springs: Part I: Dynamic representation of wire rope springs
|
Gerges, Rafik R.
|
|
2005
|
27 |
5 |
p. 653-661
9 p.
|
artikel
|
| 6 |
Design of tuned mass dampers incorporating wire rope springs: Part II: Simple design method
|
Gerges, Rafik R.
|
|
2005
|
27 |
5 |
p. 662-674
13 p.
|
artikel
|
| 7 |
Efficient seismic analysis of building structure including floor slab
|
Lee, Dong-Guen
|
|
2005
|
27 |
5 |
p. 675-684
10 p.
|
artikel
|
| 8 |
Improving shear capacity of existing RC beams using external bonding of steel plates
|
Altin, Sinan
|
|
2005
|
27 |
5 |
p. 781-791
11 p.
|
artikel
|
| 9 |
Optimal design of viscous dampers for multi-mode vibration control of bridge cables
|
Wang, X.Y.
|
|
2005
|
27 |
5 |
p. 792-800
9 p.
|
artikel
|
| 10 |
Optimum definition of equivalent non-linear SDF system in pushover procedure of multistory r/c frames
|
Makarios, Triantafyllos K.
|
|
2005
|
27 |
5 |
p. 814-825
12 p.
|
artikel
|
| 11 |
Parametric study and design of rib-reinforced steel moment connections
|
Chen, Cheng-Chih
|
|
2005
|
27 |
5 |
p. 699-708
10 p.
|
artikel
|
| 12 |
Prediction of fracture behavior of steel beam-to-column connections with weld defect using the SINTAP
|
Gören Kiral, Binnur
|
|
2005
|
27 |
5 |
p. 760-768
9 p.
|
artikel
|
| 13 |
Retrofit of RC square short columns
|
Galal, K.
|
|
2005
|
27 |
5 |
p. 801-813
13 p.
|
artikel
|
| 14 |
Seismic assessment of an industrial frame structure designed according to Eurocodes. Part 2: Capacity and vulnerability
|
Dimova, S.L.
|
|
2005
|
27 |
5 |
p. 724-735
12 p.
|
artikel
|
| 15 |
Seismic assessment of an industrial frame structure designed according to Eurocodes. Part 1: Experimental tests and their numerical simulation
|
Dimova, S.L.
|
|
2005
|
27 |
5 |
p. 709-723
15 p.
|
artikel
|
| 16 |
Seismic behavior of a full-scale RC frame repaired using CFRP laminates
|
Balsamo, A.
|
|
2005
|
27 |
5 |
p. 769-780
12 p.
|
artikel
|
| 17 |
Shear strength of drilled shafts with minor flaws
|
Tabsh, Sami W.
|
|
2005
|
27 |
5 |
p. 736-748
13 p.
|
artikel
|
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