| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Analysis of auxiliary ribs in steel–concrete joint of hybrid girder
|
Liu, Rong
|
|
2015
|
112 |
C |
p. 363-372
10 p.
|
artikel
|
| 2 |
Behavior of reverse-channel and double-reverse-channel connections to tubular columns with HSS
|
AlHendi, H.
|
|
2015
|
112 |
C |
p. 271-281
11 p.
|
artikel
|
| 3 |
Compressive behavior of H-shaped brace strengthened with non-welded cold-formed element
|
Kim, Sun-Hee
|
|
2015
|
112 |
C |
p. 30-39
10 p.
|
artikel
|
| 4 |
Cooling behavior and residual strength of post-fire concrete filled steel tubular columns
|
Yao, Yao
|
|
2015
|
112 |
C |
p. 282-292
11 p.
|
artikel
|
| 5 |
Cyclic response sensitivity of post-tensioned steel connections using sequential fractional factorial design
|
Moradi, Saber
|
|
2015
|
112 |
C |
p. 155-166
12 p.
|
artikel
|
| 6 |
Design of stainless steel sections with circular openings in shear
|
Lawson, R. Mark
|
|
2015
|
112 |
C |
p. 228-241
14 p.
|
artikel
|
| 7 |
Editorial Board
|
|
|
2015
|
112 |
C |
p. IFC-
1 p.
|
artikel
|
| 8 |
Effect of curvature and aspect ratio on shear resistance of unstiffened plates
|
Broujerdian, V.
|
|
2015
|
112 |
C |
p. 263-270
8 p.
|
artikel
|
| 9 |
Efficiency of Eurocode 8 design rules for steel and steel-concrete composite structures
|
Braconi, A.
|
|
2015
|
112 |
C |
p. 108-129
22 p.
|
artikel
|
| 10 |
Elastic buckling behavior of rectangular plates with holes subjected to partial edge loading
|
Aydin Komur, M.
|
|
2015
|
112 |
C |
p. 54-60
7 p.
|
artikel
|
| 11 |
Estimation of damping ratios of steel structures by Operational Modal Analysis method
|
Kudu, Fatma Nur
|
|
2015
|
112 |
C |
p. 61-68
8 p.
|
artikel
|
| 12 |
Experimental and numerical study of a new adjustable frictional damper
|
Samani, Hamid Rahmani
|
|
2015
|
112 |
C |
p. 354-362
9 p.
|
artikel
|
| 13 |
Experimental and numerical study of unstiffened steel plate shear wall structures
|
Wang, Meng
|
|
2015
|
112 |
C |
p. 373-386
14 p.
|
artikel
|
| 14 |
Experimental studies on cyclic performance of column base weak axis aligned asymmetric friction connection
|
Borzouie, J.
|
|
2015
|
112 |
C |
p. 252-262
11 p.
|
artikel
|
| 15 |
Experimental study of through diaphragm connection types under a column removal scenario
|
Qin, Xi
|
|
2015
|
112 |
C |
p. 293-304
12 p.
|
artikel
|
| 16 |
Experimental study on tubular K-joints under impact loadings
|
Qu, Hui
|
|
2015
|
112 |
C |
p. 22-29
8 p.
|
artikel
|
| 17 |
Fatigue life enhancement of welded stiffened S355 steel plates with noncircular openings
|
Duncheva, Galya
|
|
2015
|
112 |
C |
p. 93-107
15 p.
|
artikel
|
| 18 |
Finite element modelling of blind bolted composite joints
|
Thai, Huu-Tai
|
|
2015
|
112 |
C |
p. 339-353
15 p.
|
artikel
|
| 19 |
Flapwise bending vibration of rotating tapered Rayleigh cantilever beams
|
Tang, A.-Y.
|
|
2015
|
112 |
C |
p. 1-9
9 p.
|
artikel
|
| 20 |
Innovative bolted junction with high ductility for circular tubular element
|
Solazzi, Luigi
|
|
2015
|
112 |
C |
p. 175-182
8 p.
|
artikel
|
| 21 |
Integrated investigation of an incremental launching method for the construction of long-span bridges
|
Hu, Zhijian
|
|
2015
|
112 |
C |
p. 130-137
8 p.
|
artikel
|
| 22 |
Local buckling of compression flanges of H-beams with corrugated webs
|
Li, Guo-Qiang
|
|
2015
|
112 |
C |
p. 69-79
11 p.
|
artikel
|
| 23 |
Modeling of retrofitted steel transmission towers
|
Lu, Chenghao
|
|
2015
|
112 |
C |
p. 138-154
17 p.
|
artikel
|
| 24 |
New reduction factor for cracked square hollow section T-joints under axial loading
|
Lie, S.T.
|
|
2015
|
112 |
C |
p. 221-227
7 p.
|
artikel
|
| 25 |
Novel simplified equations for Vierendeel design of beams with (elongated) circular openings
|
Panedpojaman, Pattamad
|
|
2015
|
112 |
C |
p. 10-21
12 p.
|
artikel
|
| 26 |
Optimum drilled flange moment resisting connections for seismic regions
|
Atashzaban, Ardavan
|
|
2015
|
112 |
C |
p. 325-338
14 p.
|
artikel
|
| 27 |
Shear capacity of 3D composite CFT joints subjected to symmetric loading condition
|
Fan, Jiansheng
|
|
2015
|
112 |
C |
p. 242-251
10 p.
|
artikel
|
| 28 |
Shear strength of tapered I-shaped steel members
|
Studer, Ryan P.
|
|
2015
|
112 |
C |
p. 167-174
8 p.
|
artikel
|
| 29 |
Static and seismic experiment for welded joints in modularized prefabricated steel structure
|
Liu, X.C.
|
|
2015
|
112 |
C |
p. 183-195
13 p.
|
artikel
|
| 30 |
Structural performance of unstiffened low yield point steel plate shear walls
|
Zirakian, Tadeh
|
|
2015
|
112 |
C |
p. 40-53
14 p.
|
artikel
|
| 31 |
Temperature variation in steel box girders of cable-stayed bridges during construction
|
Kim, Sang-Hyo
|
|
2015
|
112 |
C |
p. 80-92
13 p.
|
artikel
|
| 32 |
The influence of beam stiffness on seismic response of chevron concentric bracings
|
D'Aniello, Mario
|
|
2015
|
112 |
C |
p. 305-324
20 p.
|
artikel
|
| 33 |
Thermal and integral lifting analysis of a lattice shell lighting roof based on genetic algorithm and probabilistic design
|
Zhao, Zhong-wei
|
|
2015
|
112 |
C |
p. 208-220
13 p.
|
artikel
|
| 34 |
Time-dependent behaviour of composite beams with blind bolts under sustained loads
|
Ban, Huiyong
|
|
2015
|
112 |
C |
p. 196-207
12 p.
|
artikel
|
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