| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A design procedure for dual eccentrically braced systems: Analytical formulation
|
Bosco, M.
|
|
2013
|
80 |
C |
p. 440-452
13 p.
|
artikel
|
| 2 |
A design procedure for dual eccentrically braced systems: Numerical investigation
|
Bosco, M.
|
|
2013
|
80 |
C |
p. 453-464
12 p.
|
artikel
|
| 3 |
An overview study on cross-section classification of steel H-sections
|
Chen, Yiyi
|
|
2013
|
80 |
C |
p. 386-393
8 p.
|
artikel
|
| 4 |
A numerical study of the strength and behaviour of reinforced coped beams
|
Yam, Michael C.H.
|
|
2013
|
80 |
C |
p. 224-234
11 p.
|
artikel
|
| 5 |
Behavior of concrete filled steel tubular (CFST) members under lateral impact: Experiment and FEA model
|
Wang, Rui
|
|
2013
|
80 |
C |
p. 188-201
14 p.
|
artikel
|
| 6 |
Behavior of model steel H-pile-to-pile-cap connections
|
Xiao, Y.
|
|
2013
|
80 |
C |
p. 153-162
10 p.
|
artikel
|
| 7 |
Bending experiments on reinforced circular thin plates under uniform pressure
|
Imani, Kami
|
|
2013
|
80 |
C |
p. 308-316
9 p.
|
artikel
|
| 8 |
Cold-formed high strength stainless steel cross-sections in compression considering interaction effects of constituent plate elements
|
Zhou, Feng
|
|
2013
|
80 |
C |
p. 32-41
10 p.
|
artikel
|
| 9 |
Cross-section stability of lean duplex stainless steel welded I-sections
|
Saliba, N.
|
|
2013
|
80 |
C |
p. 1-14
14 p.
|
artikel
|
| 10 |
Cyclic behaviour of bolted cold-formed steel moment connections: FE modelling including slip
|
Bagheri Sabbagh, Alireza
|
|
2013
|
80 |
C |
p. 100-108
9 p.
|
artikel
|
| 11 |
Design of prestressed stayed columns
|
Wadee, M. Ahmer
|
|
2013
|
80 |
C |
p. 287-298
12 p.
|
artikel
|
| 12 |
Design of steel beams with discrete lateral restraints
|
McCann, Finian
|
|
2013
|
80 |
C |
p. 82-90
9 p.
|
artikel
|
| 13 |
Detail investigation on un-stiffened T/Y tubular joints behavior under axial compressive loads
|
Lesani, M.
|
|
2013
|
80 |
C |
p. 91-99
9 p.
|
artikel
|
| 14 |
Dynamic response and robustness of tall buildings under blast loading
|
Fu, Feng
|
|
2013
|
80 |
C |
p. 299-307
9 p.
|
artikel
|
| 15 |
Editorial Board
|
|
|
2013
|
80 |
C |
p. IFC-
1 p.
|
artikel
|
| 16 |
Experimental and numerical investigation of high-strength steel circular columns subjected to fire
|
Tondini, N.
|
|
2013
|
80 |
C |
p. 57-81
25 p.
|
artikel
|
| 17 |
Experimental and numerical investigation on full-scale tension-only concentrically braced steel beam-through frames
|
Wang, Wei
|
|
2013
|
80 |
C |
p. 369-385
17 p.
|
artikel
|
| 18 |
Experimental and numerical investigations of the compressive behavior of concrete filled steel tubes (CFSTs)
|
Abed, Farid
|
|
2013
|
80 |
C |
p. 429-439
11 p.
|
artikel
|
| 19 |
Experimental and numerical studies of short concrete-filled double skin composite tube columns under axially compressive loads
|
Yuan, Wei-bin
|
|
2013
|
80 |
C |
p. 23-31
9 p.
|
artikel
|
| 20 |
Experimental investigation of the fire resistance of partially encased beams
|
Piloto, Paulo A.G.
|
|
2013
|
80 |
C |
p. 121-137
17 p.
|
artikel
|
| 21 |
Fatigue assessment and strengthening measures to upgrade a steel railway bridge
|
Stamatopoulos, George N.
|
|
2013
|
80 |
C |
p. 346-354
9 p.
|
artikel
|
| 22 |
Fatigue tests on straight steel–concrete composite beams subjected to hogging moment
|
Lin, Weiwei
|
|
2013
|
80 |
C |
p. 42-56
15 p.
|
artikel
|
| 23 |
High-temperature tests on joints to steel and partially-encased H-section columns
|
Huang, Shan-Shan
|
|
2013
|
80 |
C |
p. 243-251
9 p.
|
artikel
|
| 24 |
Interfacial behavior of mechanically anchored FRP laminates for strengthening steel beams
|
Sweedan, Amr M.I.
|
|
2013
|
80 |
C |
p. 332-345
14 p.
|
artikel
|
| 25 |
Lateral–torsional buckling of cold-formed channel sections subject to combined compression and bending
|
Cheng, Shan-shan
|
|
2013
|
80 |
C |
p. 174-180
7 p.
|
artikel
|
| 26 |
Modeling the response of composite beam–slab assemblies exposed to fire
|
Kodur, V.K.R.
|
|
2013
|
80 |
C |
p. 163-173
11 p.
|
artikel
|
| 27 |
Post-fire performance of very high strength steel S960
|
Qiang, Xuhong
|
|
2013
|
80 |
C |
p. 235-242
8 p.
|
artikel
|
| 28 |
Post-Northridge connections with slit dampers to enhance strength and ductility
|
Saffari, H.
|
|
2013
|
80 |
C |
p. 138-152
15 p.
|
artikel
|
| 29 |
Post-rehabilitation assessment of a centenary steel bridge through numerical and experimental analysis
|
Cavadas, Filipe
|
|
2013
|
80 |
C |
p. 264-277
14 p.
|
artikel
|
| 30 |
Probabilistic three-dimensional finite element study on composite beams with steel trapezoidal decking
|
Tahmasebinia, Faham
|
|
2013
|
80 |
C |
p. 394-411
18 p.
|
artikel
|
| 31 |
Rotational stiffness of a blind-bolted connection to concrete-filled tubes using modified Hollo-bolt
|
Tizani, Walid
|
|
2013
|
80 |
C |
p. 317-331
15 p.
|
artikel
|
| 32 |
Shaking table test of steel frame with ALC external wall panels
|
Fang, Ming-Ji
|
|
2013
|
80 |
C |
p. 278-286
9 p.
|
artikel
|
| 33 |
Shear buckling and ultimate capacity of steel plates coupled with cover panels
|
Amani, Mozhdeh
|
|
2013
|
80 |
C |
p. 181-187
7 p.
|
artikel
|
| 34 |
State of the art on the time-dependent behaviour of composite steel–concrete structures
|
Ranzi, Gianluca
|
|
2013
|
80 |
C |
p. 252-263
12 p.
|
artikel
|
| 35 |
Steel plate girder webs under combined patch loading, bending and shear
|
Graciano, C.
|
|
2013
|
80 |
C |
p. 202-212
11 p.
|
artikel
|
| 36 |
Steel truss bridges with welded box-section members and bowknot integral joints, Part II: Minimum weight optimization
|
Cheng, Bin
|
|
2013
|
80 |
C |
p. 475-482
8 p.
|
artikel
|
| 37 |
Steel truss bridges with welded box-section members and bowknot integral joints, Part I: Linear and non-linear analysis
|
Cheng, Bin
|
|
2013
|
80 |
C |
p. 465-474
10 p.
|
artikel
|
| 38 |
Strategies to increase the robustness of endplate beam–column connections in fire
|
Wang, Meng
|
|
2013
|
80 |
C |
p. 109-120
12 p.
|
artikel
|
| 39 |
Strength design optimization of structural steel members according to Eurocode 3
|
Carbonell-Márquez, Juan Francisco
|
|
2013
|
80 |
C |
p. 213-223
11 p.
|
artikel
|
| 40 |
Suitable stiffening systems for LiteSteel beams with web openings subjected to shear
|
Keerthan, Poologanathan
|
|
2013
|
80 |
C |
p. 412-428
17 p.
|
artikel
|
| 41 |
Transversally stiffened plate girders subjected to patch loading
|
Chacón, R.
|
|
2013
|
80 |
C |
p. 492-504
13 p.
|
artikel
|
| 42 |
Transversally stiffened plate girders subjected to patch loading. Part 1. Preliminary study
|
Chacón, R.
|
|
2013
|
80 |
C |
p. 483-491
9 p.
|
artikel
|
| 43 |
Ultimate load carrying capacity of optimally designed steel cellular beams
|
Erdal, Ferhat
|
|
2013
|
80 |
C |
p. 355-368
14 p.
|
artikel
|
| 44 |
Vibration of a Rayleigh cantilever beam with axial force and tip mass
|
Li, X.F.
|
|
2013
|
80 |
C |
p. 15-22
8 p.
|
artikel
|
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