| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Advanced analysis for the assessment of steel frames in fire
|
Liew, J.Y.Richard
|
|
1998
|
|
1-2 |
p. 19-45
27 p.
|
artikel
|
| 2 |
Analysis and experiment for the formation and ultimate load testing of a hypar space truss
|
Kim, Jin-Woo
|
|
2006
|
|
1-2 |
p. 189-193
5 p.
|
artikel
|
| 3 |
A neural network approach to the modelling, calculation and identification of semi-rigid connections in steel structures
|
Stavroulakis, G.E.
|
|
1997
|
|
1-2 |
p. 91-105
15 p.
|
artikel
|
| 4 |
A new nonlinear connection classification system
|
Hasan, Rafiq
|
|
1998
|
|
1-2 |
p. 119-140
22 p.
|
artikel
|
| 5 |
An improved analytical model for the prediction of the nonlinear behavior of flat and curved deployable space frames
|
Gantes, Charis
|
|
1997
|
|
1-2 |
p. 129-158
30 p.
|
artikel
|
| 6 |
A theoretical and experimental investigation of pallet rack structures under sway
|
Abdel-Jaber, M.
|
|
2006
|
|
1-2 |
p. 68-80
13 p.
|
artikel
|
| 7 |
Behavior of composite frames during construction
|
Vallenilla, Cesar R.
|
|
1990
|
|
1-2 |
p. 3-21
19 p.
|
artikel
|
| 8 |
Behaviour, analysis and design of steel structures
|
Zingoni, Alphose
|
|
2006
|
|
1-2 |
p. 1-3
3 p.
|
artikel
|
| 9 |
Behaviour of thin-walled steel box sections with or without internal restraint
|
Bridge, Russell Q
|
|
1998
|
|
1-2 |
p. 73-91
19 p.
|
artikel
|
| 10 |
Behaviour of tubular steel members under cyclic axial loading
|
Goggins, J.M.
|
|
2006
|
|
1-2 |
p. 121-131
11 p.
|
artikel
|
| 11 |
Buckling behaviour of model steel base shells of the Comshell roof system
|
Wong, H.T.
|
|
2006
|
|
1-2 |
p. 4-19
16 p.
|
artikel
|
| 12 |
Calendar
|
|
|
1995
|
|
1-2 |
p. 147-
1 p.
|
artikel
|
| 13 |
Calendar
|
|
|
1997
|
|
1-2 |
p. 179-180
2 p.
|
artikel
|
| 14 |
Calendar
|
|
|
1990
|
|
1-2 |
p. 169-
1 p.
|
artikel
|
| 15 |
Calendar
|
|
|
1990
|
|
1-2 |
p. 193-
1 p.
|
artikel
|
| 16 |
Column buckling—historical and actual notes
|
Thürlimann, Bruno
|
|
1990
|
|
1-2 |
p. 95-111
17 p.
|
artikel
|
| 17 |
Composite floor systems—A mature design option
|
Chien, E.Y.L.
|
|
1993
|
|
1-2 |
p. 107-139
33 p.
|
artikel
|
| 18 |
Compression strength of stainless steel cross-sections
|
Ashraf, M.
|
|
2006
|
|
1-2 |
p. 105-115
11 p.
|
artikel
|
| 19 |
Contents of related journals
|
|
|
1990
|
|
1-2 |
p. 171-172
2 p.
|
artikel
|
| 20 |
Contents of volume 12
|
|
|
1990
|
|
1-2 |
p. i-v
nvt p.
|
artikel
|
| 21 |
Deformation capacity of steel structures
|
Kato, Ben
|
|
1990
|
|
1-2 |
p. 33-94
62 p.
|
artikel
|
| 22 |
Design method for composite columns with unsymmetrical cross-sections
|
Roik, K.
|
|
1990
|
|
1-2 |
p. 153-168
16 p.
|
artikel
|
| 23 |
Design of steel and composite beams with web openings
|
Redwood, Richard
|
|
1993
|
|
1-2 |
p. 23-41
19 p.
|
artikel
|
| 24 |
Design of steel beams with end copes
|
Roger Cheng, J.J.
|
|
1993
|
|
1-2 |
p. 3-22
20 p.
|
artikel
|
| 25 |
Developments in modern steel design standards
|
Galambos, Theodore V.
|
|
1990
|
|
1-2 |
p. 141-162
22 p.
|
artikel
|
| 26 |
Distortional buckling of elastically restrained cantilevers
|
Bradford, M.A.
|
|
1998
|
|
1-2 |
p. 3-18
16 p.
|
artikel
|
| 27 |
Earthquake effects on low-rise steel buildings in high seismicity areas: a designer's view
|
Karamanos, Anthony S.
|
|
1997
|
|
1-2 |
p. 115-128
14 p.
|
artikel
|
| 28 |
Editorial
|
|
|
1998
|
|
1-2 |
p. 1-2
2 p.
|
artikel
|
| 29 |
Editorial
|
Kulak, Geoffrey L.
|
|
1993
|
|
1-2 |
p. 1-2
2 p.
|
artikel
|
| 30 |
Editorial Board
|
|
|
1995
|
|
1-2 |
p. IFC-
1 p.
|
artikel
|
| 31 |
Editorial Board
|
|
|
1993
|
|
1-2 |
p. IFC-
1 p.
|
artikel
|
| 32 |
Editorial Board
|
|
|
1997
|
|
1-2 |
p. IFC-
1 p.
|
artikel
|
| 33 |
Editorial Board
|
|
|
1990
|
|
1-2 |
p. IFC-
1 p.
|
artikel
|
| 34 |
Editorial Board
|
|
|
1990
|
|
1-2 |
p. IFC-
1 p.
|
artikel
|
| 35 |
Effective length factor of columns in flexibly jointed and braced frames
|
Kishi, N.
|
|
1998
|
|
1-2 |
p. 93-118
26 p.
|
artikel
|
| 36 |
Effective methods for the analysis of steel structures with strain-softening behaviour
|
Mistakidis, E.S.
|
|
1997
|
|
1-2 |
p. 3-21
19 p.
|
artikel
|
| 37 |
Effects of shear connectors on plate-reinforced composite coupling beams of short and medium-length spans
|
Su, R.K.L.
|
|
2006
|
|
1-2 |
p. 178-188
11 p.
|
artikel
|
| 38 |
Experimental study of gusset plate connections for tubular bracing
|
Liu, Y.
|
|
2006
|
|
1-2 |
p. 132-143
12 p.
|
artikel
|
| 39 |
Fatigue life of girders with undulating webs
|
Machacek, J.
|
|
2006
|
|
1-2 |
p. 168-177
10 p.
|
artikel
|
| 40 |
Field studies of bolt pretension
|
Kulak, Geoffrey L.
|
|
1993
|
|
1-2 |
p. 95-106
12 p.
|
artikel
|
| 41 |
Fire resistance of composite beams to Eurocode 4 Part 1.2
|
Kruppa, J.
|
|
1995
|
|
1-2 |
p. 51-69
19 p.
|
artikel
|
| 42 |
Fire resistance of composite slabs
|
Hamerlinck, Ralph
|
|
1995
|
|
1-2 |
p. 71-85
15 p.
|
artikel
|
| 43 |
Fire resistance of slim floor beams
|
Newman, G.M.
|
|
1995
|
|
1-2 |
p. 87-100
14 p.
|
artikel
|
| 44 |
Fire-safe design of modern steel buildings in Japan
|
Sakumoto, Y.
|
|
1995
|
|
1-2 |
p. 101-123
23 p.
|
artikel
|
| 45 |
First-hinge analysis for lateral buckling design of open thin-walled steel members
|
Osterrieder, P.
|
|
2006
|
|
1-2 |
p. 35-43
9 p.
|
artikel
|
| 46 |
Flexural–torsional buckling of fixed steel arches under uniform bending
|
Bradford, M.A.
|
|
2006
|
|
1-2 |
p. 20-26
7 p.
|
artikel
|
| 47 |
Foreword
|
Lawson, R.Mark
|
|
1995
|
|
1-2 |
p. 1-2
2 p.
|
artikel
|
| 48 |
Foreword
|
Vayas, Ioannis
|
|
1997
|
|
1-2 |
p. 1-
1 p.
|
artikel
|
| 49 |
Foreword
|
Zandonini, Riccardo
|
|
1990
|
|
1-2 |
p. 1-2
2 p.
|
artikel
|
| 50 |
Foreword
|
Takanashi, Koichi
|
|
1990
|
|
1-2 |
p. 1-
1 p.
|
artikel
|
| 51 |
Inelastic behaviour of shear connection by a method based on FEM
|
Kalfas, C.
|
|
1997
|
|
1-2 |
p. 107-114
8 p.
|
artikel
|
| 52 |
Influence of imperfections on the strength of unstiffened, fabricated, tubular beam-columns
|
Hu, S.Z.
|
|
1993
|
|
1-2 |
p. 43-61
19 p.
|
artikel
|
| 53 |
Interaction curves for column base-plate connections
|
Stamatopoulos, G.N.
|
|
1997
|
|
1-2 |
p. 69-89
21 p.
|
artikel
|
| 54 |
Limit analysis of gusset plates in steel single-member welded connections
|
Peter Jensen, Aage
|
|
2006
|
|
1-2 |
p. 144-150
7 p.
|
artikel
|
| 55 |
Limit states design of beam-columns: the Canadian approach and some comparisons
|
Kennedy, D.J.L.
|
|
1993
|
|
1-2 |
p. 141-164
24 p.
|
artikel
|
| 56 |
Local and post-local buckling of concrete filled steel welded box columns
|
Uy, B.
|
|
1998
|
|
1-2 |
p. 47-72
26 p.
|
artikel
|
| 57 |
Modelling of unstiffened flush end-plate bolted connections in fire
|
Al-Jabri, K.S.
|
|
2006
|
|
1-2 |
p. 151-159
9 p.
|
artikel
|
| 58 |
Moment connections between rectangular hollow sections
|
Packer, Jeffrey A.
|
|
1993
|
|
1-2 |
p. 63-81
19 p.
|
artikel
|
| 59 |
New directions in European structural steel design
|
Dowling, Patrick J.
|
|
1990
|
|
1-2 |
p. 113-140
28 p.
|
artikel
|
| 60 |
On the design of leaning high-rise buildings
|
Robertson, Leslie E.
|
|
1990
|
|
1-2 |
p. 163-191
29 p.
|
artikel
|
| 61 |
On the development of a robust element for second-order `non-linear integrated design and analysis (nida)'
|
Chan, Siu-Lai
|
|
1998
|
|
1-2 |
p. 169-190
22 p.
|
artikel
|
| 62 |
Optimum strengthening of a column-supported oil pipeline by a tubular truss
|
Farkas, J.
|
|
2006
|
|
1-2 |
p. 116-120
5 p.
|
artikel
|
| 63 |
Partial-interaction analysis of composite beams with profiled sheeting and non-welded shear connectors
|
Crisinel, Michel
|
|
1990
|
|
1-2 |
p. 65-98
34 p.
|
artikel
|
| 64 |
Plastic design of continuous composite slabs
|
Stark, J.W.B.
|
|
1990
|
|
1-2 |
p. 23-47
25 p.
|
artikel
|
| 65 |
Review of analysis methods for inelastic design of steel semi-continuous frames
|
Gizejowski, M.A.
|
|
2006
|
|
1-2 |
p. 81-92
12 p.
|
artikel
|
| 66 |
Saddle-supported pipelines: Computation of the pressure distribution on the pipe-saddle interface
|
Al-Abed, M.R.
|
|
1997
|
|
1-2 |
p. 159-178
20 p.
|
artikel
|
| 67 |
Seismic retrofitting of framed structures with stainless steel
|
Di Sarno, L.
|
|
2006
|
|
1-2 |
p. 93-104
12 p.
|
artikel
|
| 68 |
Semi-rigid composite action: Experimental analysis and a suitable model
|
Puhali, Roberto
|
|
1990
|
|
1-2 |
p. 121-151
31 p.
|
artikel
|
| 69 |
Semi-rigid composite construction
|
Leon, Roberto T.
|
|
1990
|
|
1-2 |
p. 99-120
22 p.
|
artikel
|
| 70 |
Stability and ductility of steel elements
|
Vayas, Ioannis
|
|
1997
|
|
1-2 |
p. 23-50
28 p.
|
artikel
|
| 71 |
Statistical analysis of fire tests on steel beams and columns to Eurocode 3, Part 1.2
|
Janss, J.
|
|
1995
|
|
1-2 |
p. 39-50
12 p.
|
artikel
|
| 72 |
Steel T-Stub connections under static loading: an effective 2-D numerical model
|
Mistakidis, E.S.
|
|
1997
|
|
1-2 |
p. 51-67
17 p.
|
artikel
|
| 73 |
Strain-based approach to local buckling of steel sections subjected to fire
|
Knobloch, Markus
|
|
2006
|
|
1-2 |
p. 44-67
24 p.
|
artikel
|
| 74 |
Strain hardening, local buckling and lateral-torsional buckling in plastic hinges
|
Davies, J.M.
|
|
2006
|
|
1-2 |
p. 27-34
8 p.
|
artikel
|
| 75 |
The analysis of semi-rigid frames in fire—a secant approach
|
El-Rimawi, J.A.
|
|
1995
|
|
1-2 |
p. 125-146
22 p.
|
artikel
|
| 76 |
The behaviour of high-strength grade 8.8 bolts in fire
|
Kirby, B.R.
|
|
1995
|
|
1-2 |
p. 3-38
36 p.
|
artikel
|
| 77 |
The deformation capacity of the H-section beam considering brittle fracture
|
Sato, A.
|
|
2006
|
|
1-2 |
p. 160-167
8 p.
|
artikel
|
| 78 |
The deformation of composite beams with discrete flexible connection
|
Wright, H.D.
|
|
1990
|
|
1-2 |
p. 49-64
16 p.
|
artikel
|
| 79 |
The static strength of multiplanar tubular TX-joints under axial loading excluding the effects of overall chord bending moments
|
van der Vegte, G.J.
|
|
1998
|
|
1-2 |
p. 141-168
28 p.
|
artikel
|
| 80 |
The use of highway bridge design codes for fatigue aspects of transit-only bridges
|
Buckland, Peter G.
|
|
1993
|
|
1-2 |
p. 83-94
12 p.
|
artikel
|
| 81 |
Why are Specifications Different?
|
Beedle, Lynn S.
|
|
1990
|
|
1-2 |
p. 3-31
29 p.
|
artikel
|
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