| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of equal leg single-angle section beams subjected to biaxial bending and constant axial compressive force
|
Aydin, M. Ruhi
|
|
2009
|
65 |
2 |
p. 335-341
7 p.
|
artikel
|
| 2 |
Basic parametric study on corrugated web girders with cut outs
|
Romeijn, Arie
|
|
2009
|
65 |
2 |
p. 395-407
13 p.
|
artikel
|
| 3 |
Bracing systems for seismic retrofitting of steel frames
|
Di Sarno, L.
|
|
2009
|
65 |
2 |
p. 452-465
14 p.
|
artikel
|
| 4 |
BRBF response modification factor
|
Asgarian, B.
|
|
2009
|
65 |
2 |
p. 290-298
9 p.
|
artikel
|
| 5 |
CALENDAR
|
|
|
2009
|
65 |
2 |
p. I-II
nvt p.
|
artikel
|
| 6 |
Compression tests of high strength cold-formed steel channels with buckling interaction
|
Kwon, Young Bong
|
|
2009
|
65 |
2 |
p. 278-289
12 p.
|
artikel
|
| 7 |
Concrete to steel lap joint failure criteria under combined shear and peeling stress
|
Si Larbi, A.
|
|
2009
|
65 |
2 |
p. 386-394
9 p.
|
artikel
|
| 8 |
Distortional buckling tests of cold-formed steel compression members at elevated temperatures
|
Ranawaka, Thanuja
|
|
2009
|
65 |
2 |
p. 249-259
11 p.
|
artikel
|
| 9 |
Editorial Board
|
|
|
2009
|
65 |
2 |
p. IFC-
1 p.
|
artikel
|
| 10 |
Elastic behaviour of panel zone in steel moment resisting frames at elevated temperatures
|
Heidarpour, A.
|
|
2009
|
65 |
2 |
p. 489-496
8 p.
|
artikel
|
| 11 |
Evaluation of yielding shear panel device for passive energy dissipation
|
Chan, Ricky W.K.
|
|
2009
|
65 |
2 |
p. 260-268
9 p.
|
artikel
|
| 12 |
Experimental and analytical studies on steel scaffolds under eccentric loads
|
Peng, Jui-Lin
|
|
2009
|
65 |
2 |
p. 422-435
14 p.
|
artikel
|
| 13 |
Experimental assessment of Perfobond and T-Perfobond shear connectors’ structural response
|
Vianna, J.da.C.
|
|
2009
|
65 |
2 |
p. 408-421
14 p.
|
artikel
|
| 14 |
Experimental Study on hysteretic behaviour of tubular N-joints
|
Yin, Y.
|
|
2009
|
65 |
2 |
p. 326-334
9 p.
|
artikel
|
| 15 |
Fatigue behavior and statistical evaluation of the stress category for a steel–concrete composite bridge deck
|
Ahn, Jin-Hee
|
|
2009
|
65 |
2 |
p. 373-385
13 p.
|
artikel
|
| 16 |
Hydrogen embrittlement and corrosion fatigue of corroded bridge wires
|
Nakamura, Shun-ichi
|
|
2009
|
65 |
2 |
p. 269-277
9 p.
|
artikel
|
| 17 |
Improving strength and ductility of continuous composite plate girder bridges
|
Vasseghi, Akbar
|
|
2009
|
65 |
2 |
p. 479-488
10 p.
|
artikel
|
| 18 |
Inelastic storey-buckling factor of steel frames
|
Tong, Geng-shu
|
|
2009
|
65 |
2 |
p. 443-451
9 p.
|
artikel
|
| 19 |
Load–deformation prediction for eccentrically loaded bolt groups by a kinematic hardening approach
|
Siu, W.H.
|
|
2009
|
65 |
2 |
p. 436-442
7 p.
|
artikel
|
| 20 |
Performance-based analysis of concrete-filled steel tubular beam–columns, Part II: Verification and applications
|
Liang, Qing Quan
|
|
2009
|
65 |
2 |
p. 351-362
12 p.
|
artikel
|
| 21 |
Performance-based analysis of concrete-filled steel tubular beam–columns, Part I: Theory and algorithms
|
Liang, Qing Quan
|
|
2009
|
65 |
2 |
p. 363-372
10 p.
|
artikel
|
| 22 |
Remaining capacity assessment of corrosion damaged beams using minimum curves
|
Rahgozar, R.
|
|
2009
|
65 |
2 |
p. 299-307
9 p.
|
artikel
|
| 23 |
Self-centering MRFs with bottom flange friction devices under earthquake loading
|
Iyama, J.
|
|
2009
|
65 |
2 |
p. 314-325
12 p.
|
artikel
|
| 24 |
Simplified method for the analysis of externally prestressed steel–concrete composite beams
|
Zona, Alessandro
|
|
2009
|
65 |
2 |
p. 308-313
6 p.
|
artikel
|
| 25 |
Structural assessment of minor axis steel joints using photoelasticity and finite elements
|
de Lima, Luciano R.O.
|
|
2009
|
65 |
2 |
p. 466-478
13 p.
|
artikel
|
| 26 |
Study of partially encased composite beams with innovative position of stud bolts
|
De Nardin, Silvana
|
|
2009
|
65 |
2 |
p. 342-350
9 p.
|
artikel
|
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