| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A component model for the behaviour of steel joints at elevated temperatures
|
Simões da Silva, L
|
|
2001
|
|
11 |
p. 1169-1195
27 p.
|
artikel
|
| 2 |
A design model for stainless steel box columns in fire
|
Uppfeldt, B.
|
|
2008
|
|
11 |
p. 1294-1301
8 p.
|
artikel
|
| 3 |
A finite element parametric study on block shear failure of steel tension members
|
Topkaya, Cem
|
|
2004
|
|
11 |
p. 1615-1635
21 p.
|
artikel
|
| 4 |
A method for predicting the flexural response of tubular members with non-linear stress–strain characteristics
|
Chryssanthopoulos, M.K.
|
|
2001
|
|
11 |
p. 1197-1216
20 p.
|
artikel
|
| 5 |
A method to predict pitting corrosion of stainless steels in evaporative conditions
|
Pohjanne, P.
|
|
2008
|
|
11 |
p. 1325-1331
7 p.
|
artikel
|
| 6 |
Analysis of the behaviour of stainless steel bolted connections
|
Bouchaïr, A.
|
|
2008
|
|
11 |
p. 1264-1274
11 p.
|
artikel
|
| 7 |
Analytical investigation and the design of the compressive strength of steel gusset plate connections
|
Sheng, N.
|
|
2002
|
|
11 |
p. 1473-1493
21 p.
|
artikel
|
| 8 |
A space-exact beam element for time-dependent analysis of composite members with discrete shear connection
|
Nguyen, Quang-Huy
|
|
2010
|
|
11 |
p. 1330-1338
9 p.
|
artikel
|
| 9 |
Assessment of seismic vulnerability of structures
|
Elnashai, Amr S.
|
|
2006
|
|
11 |
p. 1134-1147
14 p.
|
artikel
|
| 10 |
Assessment of stainless steel reinforcement for concrete structures rehabilitation
|
Pérez-Quiroz, J.T.
|
|
2008
|
|
11 |
p. 1317-1324
8 p.
|
artikel
|
| 11 |
A visco-plastic device for seismic protection of structures
|
Ibrahim, Yasser E.
|
|
2007
|
|
11 |
p. 1515-1528
14 p.
|
artikel
|
| 12 |
Behaviour and design of restrained steel column in fire, Part 3: Practical design method
|
Wang, Peijun
|
|
2010
|
|
11 |
p. 1422-1430
9 p.
|
artikel
|
| 13 |
Bending tests to determine slenderness limits for cold-formed circular hollow sections
|
Elchalakani, M.
|
|
2002
|
|
11 |
p. 1407-1430
24 p.
|
artikel
|
| 14 |
Buckling strength verification of cantilevered cylindrical shells subjected to transverse load using Eurocode 3
|
Gettel, Marco
|
|
2007
|
|
11 |
p. 1467-1478
12 p.
|
artikel
|
| 15 |
CALENDAR
|
|
|
2010
|
|
11 |
p. I-II
nvt p.
|
artikel
|
| 16 |
Calendar
|
|
|
2001
|
|
11 |
p. I-
1 p.
|
artikel
|
| 17 |
Calendar
|
|
|
2006
|
|
11 |
p. I-II
nvt p.
|
artikel
|
| 18 |
CALENDAR
|
|
|
2008
|
|
11 |
p. I-II
nvt p.
|
artikel
|
| 19 |
CALENDAR
|
|
|
2007
|
|
11 |
p. I-III
nvt p.
|
artikel
|
| 20 |
Compression strength of corroded steel angle members
|
Beaulieu, L.-V.
|
|
2010
|
|
11 |
p. 1366-1373
8 p.
|
artikel
|
| 21 |
Computation of major axis shear deformations in wide flange steel girders and columns
|
Charney, Finley A.
|
|
2005
|
|
11 |
p. 1525-1558
34 p.
|
artikel
|
| 22 |
Concrete-filled circular steel tubes subjected to pure bending
|
Elchalakani, M.
|
|
2001
|
|
11 |
p. 1141-1168
28 p.
|
artikel
|
| 23 |
Connection research and its impact on practice during the Dowling era
|
Nethercot, David A.
|
|
2006
|
|
11 |
p. 1165-1170
6 p.
|
artikel
|
| 24 |
Considerations on recent trends in, and future prospects of, steel bridge construction in Japan
|
Kitada, Toshiyuki
|
|
2006
|
|
11 |
p. 1192-1198
7 p.
|
artikel
|
| 25 |
Creep modeling for concrete-filled steel tubes
|
Naguib, Wassim
|
|
2003
|
|
11 |
p. 1327-1344
18 p.
|
artikel
|
| 26 |
Design of unbraced multi-storey steel frames
|
Anderson, D.
|
|
2006
|
|
11 |
p. 1171-1177
7 p.
|
artikel
|
| 27 |
Development and validation of a numerical model for buckling of coped beams
|
Maljaars, J.
|
|
2005
|
|
11 |
p. 1576-1593
18 p.
|
artikel
|
| 28 |
Developments in sandwich construction
|
Xie, Min
|
|
2006
|
|
11 |
p. 1123-1133
11 p.
|
artikel
|
| 29 |
Discrete and continuous treatment of local buckling in stainless steel elements
|
Gardner, L.
|
|
2008
|
|
11 |
p. 1207-1216
10 p.
|
artikel
|
| 30 |
Economic design of metal structures
|
Iványi, Prof.Miklós
|
|
2004
|
|
11 |
p. 1697-1698
2 p.
|
artikel
|
| 31 |
Editorial
|
Salusbury, I.
|
|
2001
|
|
11 |
p. 1121-
1 p.
|
artikel
|
| 32 |
Editorial
|
Baddoo, Nancy R.
|
|
2008
|
|
11 |
p. 1193-
1 p.
|
artikel
|
| 33 |
Editorial Board
|
|
|
2010
|
|
11 |
p. IFC-
1 p.
|
artikel
|
| 34 |
Editorial Board
|
|
|
2003
|
|
11 |
p. IFC-
1 p.
|
artikel
|
| 35 |
Editorial Board
|
|
|
2005
|
|
11 |
p. CO2-
1 p.
|
artikel
|
| 36 |
Editorial Board
|
|
|
2008
|
|
11 |
p. IFC-
1 p.
|
artikel
|
| 37 |
Editorial Board
|
|
|
2004
|
|
11 |
p. IFC-
1 p.
|
artikel
|
| 38 |
Editorial Board
|
|
|
2007
|
|
11 |
p. IFC-
1 p.
|
artikel
|
| 39 |
Editorial Board
|
|
|
2011
|
|
11 |
p. IFC-
1 p.
|
artikel
|
| 40 |
Elastic shear buckling characteristics of LiteSteel beams
|
Keerthan, Poologanathan
|
|
2010
|
|
11 |
p. 1309-1319
11 p.
|
artikel
|
| 41 |
Eurocode 3, a basis for further development in joint design
|
Bijlaard, Frans
|
|
2006
|
|
11 |
p. 1060-1067
8 p.
|
artikel
|
| 42 |
Exact expressions for stability functions of a general non-prismatic beam–column member
|
Al-Sadder, Samir Z.
|
|
2004
|
|
11 |
p. 1561-1584
24 p.
|
artikel
|
| 43 |
Experimental and numerical investigation of high strength stainless steel structures
|
Young, Ben
|
|
2008
|
|
11 |
p. 1225-1230
6 p.
|
artikel
|
| 44 |
Experimental and numerical investigations of cold-formed stainless steel tubular sections subjected to concentrated bearing load
|
Zhou, Feng
|
|
2007
|
|
11 |
p. 1452-1466
15 p.
|
artikel
|
| 45 |
Experimental study on reciprocal prism (RP) grid for space structures
|
Richard Liew, J.Y
|
|
2003
|
|
11 |
p. 1363-1384
22 p.
|
artikel
|
| 46 |
Experimental study on shear connection in unfilled composite steel grid bridge deck
|
Kim, Sung-Hoon
|
|
2010
|
|
11 |
p. 1339-1344
6 p.
|
artikel
|
| 47 |
Fatigue evaluation of riveted railway bridges through global and local analysis
|
Imam, Boulent M.
|
|
2010
|
|
11 |
p. 1411-1421
11 p.
|
artikel
|
| 48 |
Fatigue life prediction of heavy mining equipment. Part 1: Fatigue load assessment and crack growth rate tests
|
Yin, Y.
|
|
2007
|
|
11 |
p. 1494-1505
12 p.
|
artikel
|
| 49 |
Fatigue reliability of welded steel structures
|
Chryssanthopoulos, M.K.
|
|
2006
|
|
11 |
p. 1199-1209
11 p.
|
artikel
|
| 50 |
Features, challenges and opportunities in Australian gas and oil technology
|
Ronalds, Beverley F.
|
|
2006
|
|
11 |
p. 1184-1191
8 p.
|
artikel
|
| 51 |
FE modelling and fire resistance design of concrete filled double skin tubular columns
|
Lu, Hui
|
|
2011
|
|
11 |
p. 1733-1748
16 p.
|
artikel
|
| 52 |
Finite difference method for nonlinear analysis of structures
|
Virdi, Kuldeep S.
|
|
2006
|
|
11 |
p. 1210-1218
9 p.
|
artikel
|
| 53 |
Finite element analysis of corrugated web beams under bending
|
Chan, C.L.
|
|
2002
|
|
11 |
p. 1391-1406
16 p.
|
artikel
|
| 54 |
Flexural behaviour of high-strength rectangular concrete-filled steel hollow sections
|
Gho, Wie-Min
|
|
2004
|
|
11 |
p. 1681-1696
16 p.
|
artikel
|
| 55 |
Girdle me with steel
|
Hobbs, R.E.
|
|
2006
|
|
11 |
p. 1043-1046
4 p.
|
artikel
|
| 56 |
Improved refined plastic-hinge analysis accounting for lateral torsional buckling
|
Kim, Seung-Eock
|
|
2002
|
|
11 |
p. 1431-1453
23 p.
|
artikel
|
| 57 |
Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames
|
Rossi, P.P.
|
|
2007
|
|
11 |
p. 1529-1545
17 p.
|
artikel
|
| 58 |
Instability of beams with reduced beam section moment connections emphasizing the effect of column panel zone ductility
|
Moslehi Tabar, A.
|
|
2005
|
|
11 |
p. 1475-1491
17 p.
|
artikel
|
| 59 |
Interaction of bending and axial compression of stainless steel members
|
Greiner, R.
|
|
2008
|
|
11 |
p. 1217-1224
8 p.
|
artikel
|
| 60 |
Lateral–torsional buckling of stainless steel I-beams in case of fire
|
Vila Real, P.M.M.
|
|
2008
|
|
11 |
p. 1302-1309
8 p.
|
artikel
|
| 61 |
Lateral–torsional buckling resistance of coped beams
|
Maljaars, J.
|
|
2005
|
|
11 |
p. 1559-1575
17 p.
|
artikel
|
| 62 |
Lateral vibration of footbridges by synchronous walking
|
Nakamura, Shun-ichi
|
|
2006
|
|
11 |
p. 1148-1160
13 p.
|
artikel
|
| 63 |
Life-cycle cost-effective optimum design of steel bridges
|
Lee, Kwang-Min
|
|
2004
|
|
11 |
p. 1585-1613
29 p.
|
artikel
|
| 64 |
Light gauge steel cassette wall construction — theory and practice
|
Davies, J. Michael
|
|
2006
|
|
11 |
p. 1077-1086
10 p.
|
artikel
|
| 65 |
Longitudinally stiffened plates in Eurocode 3: Calculation of the global critical buckling stress
|
Galéa, Y.
|
|
2010
|
|
11 |
p. 1345-1353
9 p.
|
artikel
|
| 66 |
Measured imperfections in six thin-walled steel tubes
|
Wheeler, A.
|
|
2003
|
|
11 |
p. 1385-1395
11 p.
|
artikel
|
| 67 |
Miscellaneous
|
|
|
2006
|
|
11 |
p. 1219-1221
3 p.
|
artikel
|
| 68 |
Miscellaneous
|
|
|
2006
|
|
11 |
p. 1222-1229
8 p.
|
artikel
|
| 69 |
Moment modification factor of I-girder with trapezoidal-web-corrugations considering concentrated load height effects
|
Nguyen, Ngoc Duong
|
|
2011
|
|
11 |
p. 1773-1787
15 p.
|
artikel
|
| 70 |
Net cross-section design resistance and local ductility of elements made of high strength steel
|
Može, P.
|
|
2007
|
|
11 |
p. 1431-1441
11 p.
|
artikel
|
| 71 |
Numerical and experimental investigations on the compression behaviour of stiffened plates
|
Ghavami, Khosrow
|
|
2006
|
|
11 |
p. 1087-1100
14 p.
|
artikel
|
| 72 |
Numerical modelling of stainless steel plates in compression
|
Rasmussen, Kim J.R.
|
|
2003
|
|
11 |
p. 1345-1362
18 p.
|
artikel
|
| 73 |
Online test of building frame with slit-wall dampers capable of condition assessment
|
Jacobsen, Andrés
|
|
2010
|
|
11 |
p. 1320-1329
10 p.
|
artikel
|
| 74 |
Performance and calculations of concrete filled steel tubes (CFST) under axial tension
|
Han, Lin-Hai
|
|
2011
|
|
11 |
p. 1699-1709
11 p.
|
artikel
|
| 75 |
Possible ‘panel instability’ in composite deck floor systems under fire
|
Lamont, S
|
|
2003
|
|
11 |
p. 1397-1433
37 p.
|
artikel
|
| 76 |
Predicting the rotation capacity of cold-formed RHS beams using finite element analysis
|
Wilkinson, T
|
|
2002
|
|
11 |
p. 1455-1471
17 p.
|
artikel
|
| 77 |
Professor Patrick J. Dowling CBE DL FREng FRS
|
Harding, John
|
|
2006
|
|
11 |
p. 1041-1042
2 p.
|
artikel
|
| 78 |
Recent advances on postbuckling analyses of thin-walled structures: Beams, frames and cylindrical shells
|
Kounadis, Anthony N.
|
|
2006
|
|
11 |
p. 1101-1115
15 p.
|
artikel
|
| 79 |
Residual stresses in cold-rolled stainless steel hollow sections
|
Jandera, M.
|
|
2008
|
|
11 |
p. 1255-1263
9 p.
|
artikel
|
| 80 |
Seismic behavior of steel beams and CFT column moment-resisting connections with floor slabs
|
Cheng, Chin-Tung
|
|
2007
|
|
11 |
p. 1479-1493
15 p.
|
artikel
|
| 81 |
Seismic behaviour of coupling beams in a hybrid coupled shear walls
|
Park, Wan-Shin
|
|
2005
|
|
11 |
p. 1492-1524
33 p.
|
artikel
|
| 82 |
Seismic performance of CFST column to steel beam joint with RC slab: Experiments
|
Han, Lin-Hai
|
|
2010
|
|
11 |
p. 1374-1386
13 p.
|
artikel
|
| 83 |
Seismic performance of steel-encased composite members with strengthening cross-inclined bars
|
Hsu, H.-L.
|
|
2004
|
|
11 |
p. 1663-1679
17 p.
|
artikel
|
| 84 |
Shear resistance in stainless steel plate girders with transverse and longitudinal stiffening
|
Estrada, Imma
|
|
2008
|
|
11 |
p. 1239-1254
16 p.
|
artikel
|
| 85 |
Shear strength of plate girder web panel at elevated temperature
|
Vimonsatit, Vanissorn
|
|
2007
|
|
11 |
p. 1442-1451
10 p.
|
artikel
|
| 86 |
Stability of combined imperfect conical tanks under hydrostatic loading
|
Hafeez, G.
|
|
2010
|
|
11 |
p. 1387-1397
11 p.
|
artikel
|
| 87 |
Stability of multi-storey unbraced steel frames subjected to variable loading
|
Xu, L.
|
|
2007
|
|
11 |
p. 1506-1514
9 p.
|
artikel
|
| 88 |
Stainless steel in construction: A review of research, applications, challenges and opportunities
|
Baddoo, N.R.
|
|
2008
|
|
11 |
p. 1199-1206
8 p.
|
artikel
|
| 89 |
Strength enhancements induced during cold forming of stainless steel sections
|
Cruise, Rachel B.
|
|
2008
|
|
11 |
p. 1310-1316
7 p.
|
artikel
|
| 90 |
Structural design of stainless steel concrete filled columns
|
Lam, Dennis
|
|
2008
|
|
11 |
p. 1275-1282
8 p.
|
artikel
|
| 91 |
Structural uses of stainless steel — buildings and civil engineering
|
Gedge, Graham
|
|
2008
|
|
11 |
p. 1194-1198
5 p.
|
artikel
|
| 92 |
Stub column tests of fabricated square and triangular sections utilizing very high strength steel tubes
|
Zhao, Xiao-Ling
|
|
2004
|
|
11 |
p. 1637-1661
25 p.
|
artikel
|
| 93 |
Sustainable steel construction
|
Burgan, Bassam A.
|
|
2006
|
|
11 |
p. 1178-1183
6 p.
|
artikel
|
| 94 |
Tension roofs and bridges
|
Krishna, P
|
|
2001
|
|
11 |
p. 1123-1140
18 p.
|
artikel
|
| 95 |
Tests and analyses of a full-scale post-tensioned RCS frame subassembly
|
Chou, Chung-Che
|
|
2010
|
|
11 |
p. 1354-1365
12 p.
|
artikel
|
| 96 |
Tests of concrete-filled stainless steel tubular T-joints
|
Feng, Ran
|
|
2008
|
|
11 |
p. 1283-1293
11 p.
|
artikel
|
| 97 |
Tests on block shear of coped beams with a welded end connection
|
Wei, Feng
|
|
2010
|
|
11 |
p. 1398-1410
13 p.
|
artikel
|
| 98 |
The 2005 American steel structures design code
|
Bjorhovde, Reidar
|
|
2006
|
|
11 |
p. 1068-1076
9 p.
|
artikel
|
| 99 |
The development of steel structures in Portugal — the influence of Patrick Dowling
|
Lamas, António Ressano Garcia
|
|
2006
|
|
11 |
p. 1161-1164
4 p.
|
artikel
|
| 100 |
The direct strength method for stainless steel compression members
|
Becque, Jurgen
|
|
2008
|
|
11 |
p. 1231-1238
8 p.
|
artikel
|
| 101 |
The European standard family and its basis
|
Sedlacek, Gerhard
|
|
2006
|
|
11 |
p. 1047-1059
13 p.
|
artikel
|
| 102 |
The structural safety of hollow concrete-filled circular steel members
|
Kvedaras, Audronis K.
|
|
2006
|
|
11 |
p. 1116-1122
7 p.
|
artikel
|
| 103 |
Transverse displacement capacity and stiffness of steel plate girder bridge superstructures for seismic loads
|
Carden, Lyle P.
|
|
2007
|
|
11 |
p. 1546-1559
14 p.
|
artikel
|
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