| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Behaviour of composite beam–column joints under a middle-column-removal scenario: Component-based modelling
|
Yang, Bo
|
|
2015
|
104 |
C |
p. 137-154
18 p.
|
artikel
|
| 2 |
Buckling analysis of cold-formed steel channel-section beams at elevated temperatures
|
Cheng, Shanshan
|
|
2015
|
104 |
C |
p. 74-80
7 p.
|
artikel
|
| 3 |
Concentric tubular steel braces subjected to seismic loading: Finite element modeling
|
Haddad, Madhar
|
|
2015
|
104 |
C |
p. 155-166
12 p.
|
artikel
|
| 4 |
Dependence of the cyclic response of structural steel on loading history under large inelastic strains
|
Zhou, Feng
|
|
2015
|
104 |
C |
p. 64-73
10 p.
|
artikel
|
| 5 |
Design of X-shaped double split tee joints accounting for moment–shear interaction
|
Latour, M.
|
|
2015
|
104 |
C |
p. 115-126
12 p.
|
artikel
|
| 6 |
Editorial Board
|
|
|
2015
|
104 |
C |
p. IFC-
1 p.
|
artikel
|
| 7 |
Effect of beam web bolt arrangement on catenary behaviour of moment connections
|
Li, Ling
|
|
2015
|
104 |
C |
p. 22-36
15 p.
|
artikel
|
| 8 |
Effect of continuous spirals on uni-axial strength and ductility of CFST columns
|
Lai, M.H.
|
|
2015
|
104 |
C |
p. 235-249
15 p.
|
artikel
|
| 9 |
Experimental investigation and modeling of cyclic behavior of high strength steel
|
Wang, Yan-Bo
|
|
2015
|
104 |
C |
p. 37-48
12 p.
|
artikel
|
| 10 |
Experimental research on slip-resistant bolted connections after fire
|
Lou, Guo-Biao
|
|
2015
|
104 |
C |
p. 1-8
8 p.
|
artikel
|
| 11 |
Fatigue of riveted and bolted joints made of puddle iron—An experimental approach
|
de Jesus, Abílio M.P.
|
|
2015
|
104 |
C |
p. 81-90
10 p.
|
artikel
|
| 12 |
Force–deflection relationship of reverse channel connection web component subjected to transverse load
|
Jafarian, M.
|
|
2015
|
104 |
C |
p. 206-226
21 p.
|
artikel
|
| 13 |
High temperature tests of cold-formed stainless steel double shear bolted connections
|
Cai, Yancheng
|
|
2015
|
104 |
C |
p. 49-63
15 p.
|
artikel
|
| 14 |
Investigation into long-term behaviour and stability of concrete-filled steel tubular arches
|
Luo, Kai
|
|
2015
|
104 |
C |
p. 127-136
10 p.
|
artikel
|
| 15 |
Numerical study and practical design of beam-to-column connections with shape memory alloys
|
Yam, Michael C.H.
|
|
2015
|
104 |
C |
p. 177-192
16 p.
|
artikel
|
| 16 |
Optimal design of long-span steel portal frames using fabricated beams
|
McKinstray, Ross
|
|
2015
|
104 |
C |
p. 104-114
11 p.
|
artikel
|
| 17 |
Parametric study on moment–rotation characteristics of reverse channel connections to tubular columns
|
AlHendi, H.
|
|
2015
|
104 |
C |
p. 261-273
13 p.
|
artikel
|
| 18 |
Performance-based fire modelling of intumescent painted steel structures and comparison to EC3
|
Kolšek, J.
|
|
2015
|
104 |
C |
p. 91-103
13 p.
|
artikel
|
| 19 |
Probabilistic performance assessment of gravity-designed steel frame buildings using buckling-restrained knee braces
|
Shin, Jiuk
|
|
2015
|
104 |
C |
p. 250-260
11 p.
|
artikel
|
| 20 |
Reliability assessment of compression columns in seismic EBFs
|
Pirmoz, Akbar
|
|
2015
|
104 |
C |
p. 274-281
8 p.
|
artikel
|
| 21 |
Seismic behavior of replaceable steel truss coupling beams with buckling restrained webs
|
Li, Xian
|
|
2015
|
104 |
C |
p. 167-176
10 p.
|
artikel
|
| 22 |
Structural behavior of sandwich panels with asymmetrical boundary conditions
|
Studziński, Robert
|
|
2015
|
104 |
C |
p. 227-234
8 p.
|
artikel
|
| 23 |
Structural performance of prestressed composite girders with corrugated steel plate webs
|
Lee, Deuck Hang
|
|
2015
|
104 |
C |
p. 9-21
13 p.
|
artikel
|
| 24 |
T-Resisting Frame concept: Headway towards seismic performance improvement of steel frames
|
Bandehzadeh, Mostafa
|
|
2015
|
104 |
C |
p. 193-205
13 p.
|
artikel
|
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