| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A comparative study of continuous steel–concrete composite beams prestressed with external tendons: Experimental investigation
|
Chen, Shiming
|
|
2009
|
|
7 |
p. 1480-1489
10 p.
|
artikel
|
| 2 |
A new formulation for distortional buckling stress in cold-formed steel members
|
Pala, Murat
|
|
2006
|
|
7 |
p. 716-722
7 p.
|
artikel
|
| 3 |
A new formulation for web crippling strength of cold-formed steel sheeting using genetic programming
|
Cevik, Abdulkadir
|
|
2007
|
|
7 |
p. 867-883
17 p.
|
artikel
|
| 4 |
A new prediction model for the load capacity of castellated steel beams
|
Gandomi, Amir Hossein
|
|
2011
|
|
7 |
p. 1096-1105
10 p.
|
artikel
|
| 5 |
An experimental study of the fire performance of non-sway loaded concrete-filled steel tubular column assemblies with extended end plate connections
|
Wang, Y.C
|
|
2003
|
|
7 |
p. 819-838
20 p.
|
artikel
|
| 6 |
An investigation of lightly profiled sandwich panels subject to local buckling and flexural wrinkling effects
|
Pokharel, Narayan
|
|
2005
|
|
7 |
p. 984-1006
23 p.
|
artikel
|
| 7 |
Announcement
|
|
|
2003
|
|
7 |
p. I-
1 p.
|
artikel
|
| 8 |
Announcement
|
|
|
2005
|
|
7 |
p. V-
1 p.
|
artikel
|
| 9 |
Announcement
|
|
|
2004
|
|
7 |
p. V-
1 p.
|
artikel
|
| 10 |
A numerical study of large deflection behaviour of restrained steel beams at elevated temperatures
|
Yin, Y.Z
|
|
2004
|
|
7 |
p. 1029-1047
19 p.
|
artikel
|
| 11 |
A simplified analytical method for unbraced composite frames with semi-rigid connections
|
Wong, Y.L.
|
|
2007
|
|
7 |
p. 961-969
9 p.
|
artikel
|
| 12 |
Assessment of semi-rigid connections in steel structures by modal testing
|
Türker, Temel
|
|
2009
|
|
7 |
p. 1538-1547
10 p.
|
artikel
|
| 13 |
A study on the behavior of eccentrically compressed square concrete-filled steel tube columns
|
Lu, F.W.
|
|
2007
|
|
7 |
p. 941-948
8 p.
|
artikel
|
| 14 |
A study on the seismic performance of concrete-filled square steel tube column-to-beam connections reinforced with asymmetric lower diaphragms
|
Choi, Sung-Mo
|
|
2010
|
|
7 |
p. 962-970
9 p.
|
artikel
|
| 15 |
Axial capacity of circular concrete-filled tube columns
|
Giakoumelis, Georgios
|
|
2004
|
|
7 |
p. 1049-1068
20 p.
|
artikel
|
| 16 |
Behavior and strength of circular tube confined reinforced-concrete (CTRC) columns
|
Liu, Jiepeng
|
|
2009
|
|
7 |
p. 1447-1458
12 p.
|
artikel
|
| 17 |
Behavior of beam-to-column moment connections under fire load
|
Yang, Kuo-Chen
|
|
2009
|
|
7 |
p. 1520-1527
8 p.
|
artikel
|
| 18 |
Behaviour of concrete-filled double skin rectangular steel tubular beam–columns
|
Tao, Zhong
|
|
2006
|
|
7 |
p. 631-646
16 p.
|
artikel
|
| 19 |
Behaviour of normal and high strength concrete-filled compact steel tube circular stub columns
|
Ellobody, Ehab
|
|
2006
|
|
7 |
p. 706-715
10 p.
|
artikel
|
| 20 |
Behaviour of thin steel plate shear walls regarding frame members
|
Alinia, M.M.
|
|
2006
|
|
7 |
p. 730-738
9 p.
|
artikel
|
| 21 |
Buckling analysis design of steel frames
|
Trahair, N.S.
|
|
2009
|
|
7 |
p. 1459-1463
5 p.
|
artikel
|
| 22 |
Buckling of multi-step non-uniform beams with elastically restrained boundary conditions
|
Li, Q.S.
|
|
2001
|
|
7 |
p. 753-777
25 p.
|
artikel
|
| 23 |
CALENDAR
|
|
|
2010
|
|
7 |
p. I-II
nvt p.
|
artikel
|
| 24 |
CALENDAR
|
|
|
2009
|
|
7 |
p. I-II
nvt p.
|
artikel
|
| 25 |
Calendar
|
|
|
2006
|
|
7 |
p. I-II
nvt p.
|
artikel
|
| 26 |
Calendar
|
|
|
2007
|
|
7 |
p. I-II
nvt p.
|
artikel
|
| 27 |
CALENDAR
|
|
|
2011
|
|
7 |
p. I-II
nvt p.
|
artikel
|
| 28 |
Compressive and flexural behaviour of concrete filled steel tubes after exposure to standard fire
|
Han, Lin-Hai
|
|
2005
|
|
7 |
p. 882-901
20 p.
|
artikel
|
| 29 |
Concise formula for the critical buckling stresses of an elastic plate under biaxial compression and shear
|
Chen, Y.Z.
|
|
2009
|
|
7 |
p. 1507-1510
4 p.
|
artikel
|
| 30 |
Constant moment behavior of high-performance steel I-shaped beams
|
Earls, Christopher J
|
|
2001
|
|
7 |
p. 711-728
18 p.
|
artikel
|
| 31 |
Corrigendum to: “Cold formed steel beams under monotonic and cyclic loading: Experimental investigation” [J. Constr. Steel Res. 65 (2009) 219–227]
|
Calderoni, B.
|
|
2009
|
|
7 |
p. 1548-
1 p.
|
artikel
|
| 32 |
Design method research into latticed shell tube–reinforced concrete (RC) core wall structures
|
Gong, Jinghai
|
|
2007
|
|
7 |
p. 949-960
12 p.
|
artikel
|
| 33 |
Design of steel plate shear walls considering inelastic drift demand
|
Ghosh, Siddhartha
|
|
2009
|
|
7 |
p. 1431-1437
7 p.
|
artikel
|
| 34 |
Distortional mechanics of restrained steel sections
|
Silvestre, N.
|
|
2010
|
|
7 |
p. 873-884
12 p.
|
artikel
|
| 35 |
Editorial Board
|
|
|
2010
|
|
7 |
p. IFC-
1 p.
|
artikel
|
| 36 |
Editorial Board
|
|
|
2009
|
|
7 |
p. IFC-
1 p.
|
artikel
|
| 37 |
Editorial Board
|
|
|
2003
|
|
7 |
p. IFC-
1 p.
|
artikel
|
| 38 |
Editorial Board
|
|
|
2005
|
|
7 |
p. CO2-
1 p.
|
artikel
|
| 39 |
Editorial Board
|
|
|
2004
|
|
7 |
p. IFC-
1 p.
|
artikel
|
| 40 |
Editorial Board
|
|
|
2007
|
|
7 |
p. IFC-
1 p.
|
artikel
|
| 41 |
Editorial Board
|
|
|
2011
|
|
7 |
p. IFC-
1 p.
|
artikel
|
| 42 |
Effect of flexibility of substructures upon thermal behaviour of spherical double layer space truss domes. Part II: Gradient & partial loading
|
Alinia, M.M.
|
|
2006
|
|
7 |
p. 675-681
7 p.
|
artikel
|
| 43 |
Effect of mutation schemes on convergence to optimum design of steel frames
|
Issa, Honar K.
|
|
2010
|
|
7 |
p. 954-961
8 p.
|
artikel
|
| 44 |
Effect of warping in geometric nonlinear analysis of spatial beams
|
Kwak, Hyo-Gyoung
|
|
2001
|
|
7 |
p. 729-751
23 p.
|
artikel
|
| 45 |
Efficient arrangement of reinforcement for membrane behaviour of composite floor slabs in fire conditions
|
Bailey, C.G.
|
|
2003
|
|
7 |
p. 931-949
19 p.
|
artikel
|
| 46 |
Elastic flexural buckling of non-uniform members: Closed-form expression and equivalent load approach
|
Serna, M.A.
|
|
2011
|
|
7 |
p. 1078-1085
8 p.
|
artikel
|
| 47 |
Elastic local buckling of perforated webs of steel cellular beam–column elements
|
Sweedan, Amr M.I.
|
|
2011
|
|
7 |
p. 1115-1127
13 p.
|
artikel
|
| 48 |
Elastic method for design of 3-D steel structures subject to fire
|
Wong, M.B.
|
|
2004
|
|
7 |
p. 1095-1108
14 p.
|
artikel
|
| 49 |
Evaluation of composite shear wall behavior under cyclic loadings
|
Rahai, A.
|
|
2009
|
|
7 |
p. 1528-1537
10 p.
|
artikel
|
| 50 |
Evaluation of connection flexibility in cold formed steel racks
|
Prabha, P.
|
|
2010
|
|
7 |
p. 863-872
10 p.
|
artikel
|
| 51 |
Experimental and analytical studies on a streamlined steel box girder
|
Zhang, Hui
|
|
2010
|
|
7 |
p. 906-914
9 p.
|
artikel
|
| 52 |
Experimental behaviour and strength of concrete-encased composite beam–columns with T-shaped steel section under cyclic loading
|
Chen, Cheng-Chih
|
|
2005
|
|
7 |
p. 863-881
19 p.
|
artikel
|
| 53 |
Experimental behaviour of concrete filled thin walled steel tubes with tab stiffeners
|
Petrus, Clotilda
|
|
2010
|
|
7 |
p. 915-922
8 p.
|
artikel
|
| 54 |
Experimental behaviour of stiffened concrete-filled thin-walled hollow steel structural (HSS) stub columns
|
Tao, Zhong
|
|
2005
|
|
7 |
p. 962-983
22 p.
|
artikel
|
| 55 |
Experimental investigation of link-to-column connections in eccentrically braced frames
|
Okazaki, Taichiro
|
|
2009
|
|
7 |
p. 1401-1412
12 p.
|
artikel
|
| 56 |
Fatigue tests on steel–concrete–steel sandwich components and beams
|
Foundoukos, N.
|
|
2007
|
|
7 |
p. 922-940
19 p.
|
artikel
|
| 57 |
FE analysis of stringer-to-floor-beam connections in riveted railway bridges
|
Al-Emrani, M
|
|
2003
|
|
7 |
p. 803-818
16 p.
|
artikel
|
| 58 |
Fire resistance of axially loaded concrete filled steel tube columns
|
Yin, Jing
|
|
2006
|
|
7 |
p. 723-729
7 p.
|
artikel
|
| 59 |
Full-scale tests on composite steel–concrete beams with steel trapezoidal decking
|
Ranzi, G.
|
|
2009
|
|
7 |
p. 1490-1506
17 p.
|
artikel
|
| 60 |
General behaviour and effect of rigid and non-rigid end post in stainless steel plate girders loaded in shear. Part I: Experimental study
|
Estrada, I.
|
|
2007
|
|
7 |
p. 970-984
15 p.
|
artikel
|
| 61 |
General behaviour and effect of rigid and non-rigid end post in stainless steel plate girders loaded in shear. Part II: Extended numerical study and design proposal
|
Estrada, I.
|
|
2007
|
|
7 |
p. 985-996
12 p.
|
artikel
|
| 62 |
Genetic programming based formulation of rotation capacity of wide flange beams
|
Cevik, Abdulkadir
|
|
2007
|
|
7 |
p. 884-893
10 p.
|
artikel
|
| 63 |
Hysteresis behavior of concrete filled square steel tube column-to-beam partially restrained composite connections
|
Park, Su-Hee
|
|
2010
|
|
7 |
p. 943-953
11 p.
|
artikel
|
| 64 |
Hysteretic behavior of completely overlap tubular joints
|
Qin, F
|
|
2001
|
|
7 |
p. 811-829
19 p.
|
artikel
|
| 65 |
Imperfection sensitivity of plate girder webs subjected to patch loading
|
Graciano, C.
|
|
2011
|
|
7 |
p. 1128-1133
6 p.
|
artikel
|
| 66 |
Inelastic behaviour of externally prestressed continuous composite box-girder bridge with prefabricated slabs
|
Ryu, Hyung-Keun
|
|
2004
|
|
7 |
p. 989-1005
17 p.
|
artikel
|
| 67 |
Multi-stepwise thermal prestressing using a cover-plate in steel structures
|
Kim, Sang-Hyo
|
|
2009
|
|
7 |
p. 1464-1479
16 p.
|
artikel
|
| 68 |
Neural network modeling of the load-carrying capacity of eccentrically-loaded single-angle struts
|
Sakla, Sherief S.S.
|
|
2004
|
|
7 |
p. 965-987
23 p.
|
artikel
|
| 69 |
Non-slip-type restoring force characteristics of an exposed-type column base
|
Takamatsu, Takao
|
|
2005
|
|
7 |
p. 942-961
20 p.
|
artikel
|
| 70 |
Numerical modelling of the axial compressive behaviour of short concrete-filled elliptical steel columns
|
Dai, X.
|
|
2010
|
|
7 |
p. 931-942
12 p.
|
artikel
|
| 71 |
Numerical study of unbraced composite frames: generation of data to validate use of the wind moment method of design
|
Hensman, J.S
|
|
2001
|
|
7 |
p. 791-809
19 p.
|
artikel
|
| 72 |
On the evaluation of elastic critical moments in doubly and singly symmetric I-section cantilevers
|
Andrade, A.
|
|
2007
|
|
7 |
p. 894-908
15 p.
|
artikel
|
| 73 |
Parametric studies on fire resistance of fire-resistant steel members
|
Ding, Jun
|
|
2004
|
|
7 |
p. 1007-1027
21 p.
|
artikel
|
| 74 |
Performance of shear connection in composite beams with profiled steel sheeting
|
Ellobody, Ehab
|
|
2006
|
|
7 |
p. 682-694
13 p.
|
artikel
|
| 75 |
Post-Northridge connection with modified beam end configuration to enhance strength and ductility
|
Hedayat, Amir A.
|
|
2009
|
|
7 |
p. 1413-1430
18 p.
|
artikel
|
| 76 |
Probabilistic analysis for design assessment of continuous steel–concrete composite girders
|
Zona, Alessandro
|
|
2010
|
|
7 |
p. 897-905
9 p.
|
artikel
|
| 77 |
Probabilistic fatigue analysis under constant amplitude loading
|
Righiniotis, T.D
|
|
2003
|
|
7 |
p. 867-886
20 p.
|
artikel
|
| 78 |
Racking strength and stiffness of cold-formed steel wall frames
|
Tian, Y.S.
|
|
2004
|
|
7 |
p. 1069-1093
25 p.
|
artikel
|
| 79 |
Review of force transfer mechanism of welded steel moment connections
|
Lee, Choel-Ho
|
|
2006
|
|
7 |
p. 695-705
11 p.
|
artikel
|
| 80 |
Seismic behavior and strength of tubed steel reinforced concrete (SRC) short columns
|
Zhou, Xuhong
|
|
2010
|
|
7 |
p. 885-896
12 p.
|
artikel
|
| 81 |
Seismic behavior of exterior connections with steel beams bolted to CFT columns
|
Li, X.
|
|
2009
|
|
7 |
p. 1438-1446
9 p.
|
artikel
|
| 82 |
Sensitivity analysis of critical forces of trusses with side bracing
|
Iwicki, Piotr
|
|
2010
|
|
7 |
p. 923-930
8 p.
|
artikel
|
| 83 |
Shape optimization of reduced beam section under cyclic loads
|
Ohsaki, M.
|
|
2009
|
|
7 |
p. 1511-1519
9 p.
|
artikel
|
| 84 |
Shear strength of the connection between a steel coupling beam and a reinforced concrete shear wall in a hybrid wall system
|
Park, Wan-Shin
|
|
2005
|
|
7 |
p. 912-941
30 p.
|
artikel
|
| 85 |
Spatial stability of braced thin-walled members of steel structures
|
Gosowski, B.
|
|
2003
|
|
7 |
p. 839-865
27 p.
|
artikel
|
| 86 |
Stiffened steel plates under combined compression and bending
|
Sheikh, I.A
|
|
2003
|
|
7 |
p. 911-930
20 p.
|
artikel
|
| 87 |
Strain and stress concentration of completely overlapped tubular CHS joints under basic loadings
|
Gho, W.M.
|
|
2006
|
|
7 |
p. 656-674
19 p.
|
artikel
|
| 88 |
Structural behaviour of silos supported on discrete, eccentric brackets
|
Gillie, M
|
|
2003
|
|
7 |
p. 887-910
24 p.
|
artikel
|
| 89 |
Structural performance and design evaluation of HPS 70W bridge girders
|
Felkel, J.P.
|
|
2007
|
|
7 |
p. 909-921
13 p.
|
artikel
|
| 90 |
Temperature prediction for contour-insulated concrete-filled CHS subjected to fire using large time Green’s function solutions
|
Wang, Zhi-Hua
|
|
2007
|
|
7 |
p. 997-1007
11 p.
|
artikel
|
| 91 |
Tests on high-strength rectangular concrete-filled steel hollow section stub columns
|
Liu, Dalin
|
|
2005
|
|
7 |
p. 902-911
10 p.
|
artikel
|
| 92 |
The finite element analysis of the ultimate behavior of thin-walled carbon steel bolted connections
|
Kim, TaeSoo
|
|
2011
|
|
7 |
p. 1086-1095
10 p.
|
artikel
|
| 93 |
The ponding problem on flat steel roof grids
|
Colombi, Pierluigi
|
|
2006
|
|
7 |
p. 647-655
9 p.
|
artikel
|
| 94 |
Ultimate resistance of slender web panels to combined bending shear and patch loading
|
Roberts, T.M
|
|
2001
|
|
7 |
p. 779-790
12 p.
|
artikel
|
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