nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A comparison of the fatigue behavior between S355 and S690 steel grades
|
de Jesus, Abílio M.P. |
|
2012 |
79 |
C |
p. 140-150 11 p. |
artikel |
2 |
Analysis of second-order shear-deformable beams with semi-rigid connections
|
Castellazzi, G. |
|
2012 |
79 |
C |
p. 183-194 12 p. |
artikel |
3 |
Behavior of cold-formed steel wall panels under monotonic horizontal loading
|
Baran, Eray |
|
2012 |
79 |
C |
p. 1-8 8 p. |
artikel |
4 |
Behaviour and design of composite beams subjected to negative bending and compression
|
Vasdravellis, G. |
|
2012 |
79 |
C |
p. 34-47 14 p. |
artikel |
5 |
Design rules for out-of-plane stability of roller bent steel arches with FEM
|
Spoorenberg, R.C. |
|
2012 |
79 |
C |
p. 9-21 13 p. |
artikel |
6 |
Editorial Board
|
|
|
2012 |
79 |
C |
p. IFC- 1 p. |
artikel |
7 |
Elastoplastic analysis of elementary bolted steel tee-stub connections
|
Soltani, R. |
|
2012 |
79 |
C |
p. 71-82 12 p. |
artikel |
8 |
Equivalent constitutive model of steel with cumulative degradation and damage
|
Wang, Meng |
|
2012 |
79 |
C |
p. 101-114 14 p. |
artikel |
9 |
Experimental investigation of extended end plate joints to concrete-filled steel tubular columns
|
Wang, Jingfeng |
|
2012 |
79 |
C |
p. 56-70 15 p. |
artikel |
10 |
Experimental study of critical and post-buckling behaviour of prestressed stayed columns
|
Osofero, Adelaja Israel |
|
2012 |
79 |
C |
p. 226-241 16 p. |
artikel |
11 |
Experimental study on seismic behavior of concrete filled steel tube columns under pure torsion and compression–torsion cyclic load
|
Nie, Jian-guo |
|
2012 |
79 |
C |
p. 115-126 12 p. |
artikel |
12 |
Full-scale fire experiments on load-bearing cold-formed steel walls lined with different panels
|
Chen, Wei |
|
2012 |
79 |
C |
p. 242-254 13 p. |
artikel |
13 |
Methods of improving survivability of steel beam/column connections in fire
|
Chen, L. |
|
2012 |
79 |
C |
p. 127-139 13 p. |
artikel |
14 |
On the bearing strength of bolts in clearance holes
|
Kamtekar, Arun G. |
|
2012 |
79 |
C |
p. 48-55 8 p. |
artikel |
15 |
Optimal damper placement based on base moment in steel building frames
|
Aydin, Ersin |
|
2012 |
79 |
C |
p. 216-225 10 p. |
artikel |
16 |
Overall buckling behavior of all-steel buckling restrained braces
|
Hoveidae, N. |
|
2012 |
79 |
C |
p. 151-158 8 p. |
artikel |
17 |
Residual stresses in welded flame-cut high strength steel H-sections
|
Wang, Yan-Bo |
|
2012 |
79 |
C |
p. 159-165 7 p. |
artikel |
18 |
Response modification factor for steel moment-resisting frames by different pushover analysis methods
|
Izadinia, Mohssen |
|
2012 |
79 |
C |
p. 83-90 8 p. |
artikel |
19 |
Rotational stiffness of continuous composite beams with sinusoidal-web profiles for lateral-torsional buckling
|
Calenzani, Adenilcia F.G. |
|
2012 |
79 |
C |
p. 22-33 12 p. |
artikel |
20 |
Shear behavior of partially encased composite I-girder with corrugated steel web: Numerical study
|
He, Jun |
|
2012 |
79 |
C |
p. 166-182 17 p. |
artikel |
21 |
Static and dynamic cyclic performance of a low-yield-strength steel shear panel damper
|
Zhang, Chaofeng |
|
2012 |
79 |
C |
p. 195-203 9 p. |
artikel |
22 |
Stiffness and strength degradation of steel shear walls having an arbitrarily-located opening
|
Sabouri-Ghomi, S. |
|
2012 |
79 |
C |
p. 91-100 10 p. |
artikel |
23 |
Stress distribution in the flanges of girders with corrugated webs
|
Kövesdi, B. |
|
2012 |
79 |
C |
p. 204-215 12 p. |
artikel |
24 |
Withdrawal notice to “Elastoplastic analysis of elementary bolted steel tee-stub connections” [J. Constr. Steel Res., volume: 79 (2012) 71–82]
|
Soltani, R. |
|
2012 |
79 |
C |
p. R1- 1 p. |
artikel |