| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Adaptation factor for moment capacity calculation of steel beams subject to temperature gradient
|
Wong, M.B.
|
|
2007
|
|
8 |
p. 1009-1015
7 p.
|
artikel
|
| 2 |
Advanced analysis of steel framed buildings using the Brazilian standard and Eurocode-3
|
Landesmann, Alexandre
|
|
2005
|
|
8 |
p. 1051-1074
24 p.
|
artikel
|
| 3 |
A finite element parametric study on the mechanical properties of J-shaped steel hysteresis devices
|
Kato, Shiro
|
|
2006
|
|
8 |
p. 802-811
10 p.
|
artikel
|
| 4 |
Analysis of composite connections in unbraced frames subjected to wind and gravity loading
|
Queiroz, Gílson
|
|
2005
|
|
8 |
p. 1075-1093
19 p.
|
artikel
|
| 5 |
Analysis of deflections of composite slabs with profiled sheeting up to the ultimate moment
|
Marčiukaitis, G.
|
|
2006
|
|
8 |
p. 820-830
11 p.
|
artikel
|
| 6 |
Analysis of steel storage rack columns
|
Freitas, A.M.S.
|
|
2005
|
|
8 |
p. 1135-1146
12 p.
|
artikel
|
| 7 |
Analytical model for the preliminary design of a single-storey multi-bay steel frame under horizontal and vertical loads
|
Yang, J.G.
|
|
2007
|
|
8 |
p. 1091-1101
11 p.
|
artikel
|
| 8 |
A numerical study on the lateral indentation of continuously supported tubes
|
Brooker, Daniel C.
|
|
2004
|
|
8 |
p. 1177-1192
16 p.
|
artikel
|
| 9 |
Behaviour of concrete-filled double skin (CHS inner and CHS outer) steel tubular stub columns and beam-columns
|
Tao, Zhong
|
|
2004
|
|
8 |
p. 1129-1158
30 p.
|
artikel
|
| 10 |
Behaviour of eccentrically loaded high-strength rectangular concrete-filled steel tubular columns
|
Liu, Dalin
|
|
2006
|
|
8 |
p. 839-846
8 p.
|
artikel
|
| 11 |
Behaviour of Grade 8.8 bolts under natural fire conditions—Tests and model
|
Hanus, F.
|
|
2011
|
|
8 |
p. 1292-1298
7 p.
|
artikel
|
| 12 |
Calendar
|
|
|
2001
|
|
8 |
p. I-
1 p.
|
artikel
|
| 13 |
Calendar
|
|
|
2006
|
|
8 |
p. I-II
nvt p.
|
artikel
|
| 14 |
Calendar
|
|
|
2007
|
|
8 |
p. I-II
nvt p.
|
artikel
|
| 15 |
CALENDAR
|
|
|
2011
|
|
8 |
p. I-II
nvt p.
|
artikel
|
| 16 |
Collapse analysis of steel jacket structures for offshore oil exploitation
|
Rodrigues, Paulo Fernando Neves
|
|
2005
|
|
8 |
p. 1147-1171
25 p.
|
artikel
|
| 17 |
Composite steel-framed structures in fire with protected and unprotected edge beams
|
Lamont, S.
|
|
2007
|
|
8 |
p. 1138-1150
13 p.
|
artikel
|
| 18 |
Compressive and flexural behaviour of CFRP-repaired concrete-filled steel tubes after exposure to fire
|
Tao, Zhong
|
|
2007
|
|
8 |
p. 1116-1126
11 p.
|
artikel
|
| 19 |
Condition assessment and retrofit of a historic steel-truss railway bridge
|
Spyrakos, Constantine C
|
|
2004
|
|
8 |
p. 1213-1225
13 p.
|
artikel
|
| 20 |
Design of semi-continuous composite steel–concrete beams at the fire limit state
|
Fakury, R.H.
|
|
2005
|
|
8 |
p. 1094-1107
14 p.
|
artikel
|
| 21 |
Design of web stiffeners: axial forces
|
Xie, M.
|
|
2003
|
|
8 |
p. 1035-1056
22 p.
|
artikel
|
| 22 |
Development of Brazilian steel construction
|
Batista, Eduardo de Miranda
|
|
2005
|
|
8 |
p. 1009-1024
16 p.
|
artikel
|
| 23 |
Ductile moment connections used in steel column-tree moment-resisting frames
|
Chen, Cheng-Chih
|
|
2006
|
|
8 |
p. 793-801
9 p.
|
artikel
|
| 24 |
Dynamic analysis of a cable-stayed deck steel arch bridge
|
Galvín, P.
|
|
2007
|
|
8 |
p. 1024-1035
12 p.
|
artikel
|
| 25 |
Editorial Board
|
|
|
2003
|
|
8 |
p. IFC-
1 p.
|
artikel
|
| 26 |
Editorial Board
|
|
|
2004
|
|
8 |
p. IFC-
1 p.
|
artikel
|
| 27 |
Editorial Board
|
|
|
2007
|
|
8 |
p. IFC-
1 p.
|
artikel
|
| 28 |
Evaluation of a steel railway bridge for dynamic and seismic loads
|
Caglayan, Ozden
|
|
2011
|
|
8 |
p. 1198-1211
14 p.
|
artikel
|
| 29 |
Experimental study and spring-component modelling of extended end-plate joints in fire
|
Wang, Wei-Yong
|
|
2007
|
|
8 |
p. 1127-1137
11 p.
|
artikel
|
| 30 |
Experimental study on semi-rigid composite joints with steel beams and precast hollowcore slabs
|
Fu, F.
|
|
2006
|
|
8 |
p. 771-782
12 p.
|
artikel
|
| 31 |
Flexural behavior of concrete filled non-uni-thickness walled rectangular steel tube
|
Lu, F.W.
|
|
2007
|
|
8 |
p. 1051-1057
7 p.
|
artikel
|
| 32 |
Geometrical effect on SCF distribution in uni-planar tubular DKT-joints under axial loads
|
Ahmadi, Hamid
|
|
2011
|
|
8 |
p. 1282-1291
10 p.
|
artikel
|
| 33 |
Hysteresis behavior of semi-rigid double web angle steel connections
|
Abolmaali, A.
|
|
2003
|
|
8 |
p. 1057-1082
26 p.
|
artikel
|
| 34 |
Hysteresis behavior of t-stub connections with superelastic shape memory fasteners
|
Abolmaali, Ali
|
|
2006
|
|
8 |
p. 831-838
8 p.
|
artikel
|
| 35 |
Interaction between critical torsional flexural and lip buckling in channel sections
|
Badawy Abu-Sena, A.B.
|
|
2001
|
|
8 |
p. 925-944
20 p.
|
artikel
|
| 36 |
Interaction formulae for members subjected to bending and axial compression in EUROCODE 3—the Method 2 approach
|
Greiner, R.
|
|
2006
|
|
8 |
p. 757-770
14 p.
|
artikel
|
| 37 |
Lateral-torsion buckling analysis of partial-laterally restrained thin-walled channel-section beams
|
Chu, Xiao-ting
|
|
2004
|
|
8 |
p. 1159-1175
17 p.
|
artikel
|
| 38 |
Multiple stiffened cold-formed steel profiles for cylindrical vault roofing systems
|
Caramelli, Stefano
|
|
2001
|
|
8 |
p. 831-854
24 p.
|
artikel
|
| 39 |
Non-linear analysis of the tubular ‘heart’ joint by FEM and experimental validation
|
del Coz Díaz, J.J.
|
|
2007
|
|
8 |
p. 1077-1090
14 p.
|
artikel
|
| 40 |
[No title]
|
Ghavami, Khosrow
|
|
2005
|
|
8 |
p. 1007-1008
2 p.
|
artikel
|
| 41 |
Numerical modelling and design of unlined cold-formed steel wall frames
|
Telue, Yaip
|
|
2004
|
|
8 |
p. 1241-1256
16 p.
|
artikel
|
| 42 |
Numerical simulations of the effects of non-uniform temperature distributions on lateral torsional buckling resistance of steel I-beams
|
Yin, Y.Z.
|
|
2003
|
|
8 |
p. 1009-1033
25 p.
|
artikel
|
| 43 |
On the relationship between platform topology, topside weight and structural reliability under storm overload
|
Ronalds, Beverley F.
|
|
2007
|
|
8 |
p. 1016-1023
8 p.
|
artikel
|
| 44 |
Optimum design of steel frames using a multiple-deme GA with improved reproduction operators
|
Safari, D.
|
|
2011
|
|
8 |
p. 1232-1243
12 p.
|
artikel
|
| 45 |
Point fixed glazing systems: technological and morphological aspects
|
Vyzantiadou, M.A.
|
|
2004
|
|
8 |
p. 1227-1240
14 p.
|
artikel
|
| 46 |
Postbuckling behaviour of stainless steel (SUS304) columns under loading–unloading cycles
|
Rahman, Muhammad Ashiqur
|
|
2006
|
|
8 |
p. 812-819
8 p.
|
artikel
|
| 47 |
Practical advanced analysis and design of three-dimensional truss bridges
|
Kim, Seung-Eock
|
|
2001
|
|
8 |
p. 907-923
17 p.
|
artikel
|
| 48 |
Prediction of fatigue crack growth in steel bridge components using acoustic emission
|
Yu, Jianguo
|
|
2011
|
|
8 |
p. 1254-1260
7 p.
|
artikel
|
| 49 |
Primary creep buckling of steel columns in fire
|
Zeng, J.L.
|
|
2003
|
|
8 |
p. 951-970
20 p.
|
artikel
|
| 50 |
Proposed design methods for lateral torsional buckling of unrestrained steel beams in fire
|
Dharma, Ronny Budi
|
|
2007
|
|
8 |
p. 1066-1076
11 p.
|
artikel
|
| 51 |
RHS beam-to-column connection with web opening—experimental study and finite element modelling
|
Satish Kumar, S.R.
|
|
2006
|
|
8 |
p. 739-746
8 p.
|
artikel
|
| 52 |
RHS beam-to-column connection with web opening—parametric study and design guidelines
|
Prasada Rao, D.V.
|
|
2006
|
|
8 |
p. 747-756
10 p.
|
artikel
|
| 53 |
Seismic evaluation and upgrading of chevron braced frames
|
Rai, D.C.
|
|
2003
|
|
8 |
p. 971-994
24 p.
|
artikel
|
| 54 |
Seismic performance of chevron braced steel frames with and without viscous fluid dampers as a function of ground motion and damper characteristics
|
Dicleli, Murat
|
|
2007
|
|
8 |
p. 1102-1115
14 p.
|
artikel
|
| 55 |
Seismic rehabilitation of pre-Northridge steel moment connections: A case study
|
Chi, Brandon
|
|
2006
|
|
8 |
p. 783-792
10 p.
|
artikel
|
| 56 |
Simulation of partially encased composite steel–concrete columns with steel columns
|
Marinopoulou, A.A.
|
|
2007
|
|
8 |
p. 1058-1065
8 p.
|
artikel
|
| 57 |
Strength design criteria for steel members at elevated temperatures
|
Takagi, Jiro
|
|
2007
|
|
8 |
p. 1036-1050
15 p.
|
artikel
|
| 58 |
Stress concentration in steel bridge orthotropic decks
|
Pfeil, Michèle S.
|
|
2005
|
|
8 |
p. 1172-1184
13 p.
|
artikel
|
| 59 |
Structural assessment of current steel design models for transmission and telecommunication towers
|
da Silva, J.G.S.
|
|
2005
|
|
8 |
p. 1108-1134
27 p.
|
artikel
|
| 60 |
The effect of corrosion defects on the burst pressure of pipelines
|
Netto, T.A.
|
|
2005
|
|
8 |
p. 1185-1204
20 p.
|
artikel
|
| 61 |
The effect of joint flexibility on the free elastic vibration characteristics of steel plane frames
|
Sophianopoulos, D.S.
|
|
2003
|
|
8 |
p. 995-1008
14 p.
|
artikel
|
| 62 |
Tubular space trusses with simple and reinforced end-flattened nodes-an overview and experiments
|
Andrade, S.A.L. de
|
|
2005
|
|
8 |
p. 1025-1050
26 p.
|
artikel
|
| 63 |
Ultimate capacity of completely overlapped tubular joints
|
Fung, T.C
|
|
2001
|
|
8 |
p. 855-880
26 p.
|
artikel
|
| 64 |
Ultimate capacity of completely overlapped tubular joints. II: Behavioural study
|
Fung, T.C
|
|
2001
|
|
8 |
p. 881-906
26 p.
|
artikel
|
| 65 |
Ultimate capacity of I-slender section columns
|
Salem, A.H.
|
|
2004
|
|
8 |
p. 1193-1211
19 p.
|
artikel
|
| 66 |
Ultimate strength of continuous composite beams in combined bending and shear
|
Liang, Qing Quan
|
|
2004
|
|
8 |
p. 1109-1128
20 p.
|
artikel
|
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