| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A limit analysis study to interpret the ultimate behavior of bolted joints
|
Aceti, R.
|
|
2004
|
|
9 |
p. 1333-1351
19 p.
|
artikel
|
| 2 |
Analysis based evaluation for buckling loads of two-way elliptic paraboloidal single layer lattice domes
|
Kato, Shiro
|
|
2007
|
|
9 |
p. 1219-1227
9 p.
|
artikel
|
| 3 |
Analysis of bolted moment connections in cold-formed steel beam–column sub-frames
|
Yu, W.K.
|
|
2005
|
|
9 |
p. 1332-1352
21 p.
|
artikel
|
| 4 |
Analysis of elastic behaviour of steel shell subjected to silo loads
|
Khelil, A.
|
|
2001
|
|
9 |
p. 959-969
11 p.
|
artikel
|
| 5 |
Analytical formulation of the elastic–plastic behaviour of bi-symmetrical steel shapes
|
Baptista, António Manuel
|
|
2006
|
|
9 |
p. 872-884
13 p.
|
artikel
|
| 6 |
Application of G∗ -integral on cracked structural beams
|
Xie, Y.J.
|
|
2004
|
|
9 |
p. 1271-1290
20 p.
|
artikel
|
| 7 |
A rational design model for transverse web stiffeners
|
Xie, M.
|
|
2008
|
|
9 |
p. 928-946
19 p.
|
artikel
|
| 8 |
Arranging the plastic hinges and improving the strength of steel tubes with tapered ends: Analysis and tests
|
Luo, Yaozhi
|
|
2006
|
|
9 |
p. 885-892
8 p.
|
artikel
|
| 9 |
A simplified method for assessing the ductile behaviour of stud connectors in composite beams with high strength concrete slab
|
Bullo, S.
|
|
2004
|
|
9 |
p. 1387-1408
22 p.
|
artikel
|
| 10 |
Assessment of the use of composite connections with unpropped composite beams
|
Byfield, M.P.
|
|
2004
|
|
9 |
p. 1369-1386
18 p.
|
artikel
|
| 11 |
Bending capacity of composite girders with Class 3 section
|
Ryu, Hyung-Keun
|
|
2006
|
|
9 |
p. 847-855
9 p.
|
artikel
|
| 12 |
Bending strength of hot-rolled elliptical hollow sections
|
Chan, T.M.
|
|
2008
|
|
9 |
p. 971-986
16 p.
|
artikel
|
| 13 |
Bolted endplate connections revisited
|
Olsen, P.C.
|
|
2002
|
|
9 |
p. 1265-1280
16 p.
|
artikel
|
| 14 |
Buckling strength of multi-story sway, non-sway and partially-sway frames with semi-rigid connections
|
Mageirou, Georgios E.
|
|
2006
|
|
9 |
p. 893-905
13 p.
|
artikel
|
| 15 |
Calendar
|
|
|
2006
|
|
9 |
p. I-II
nvt p.
|
artikel
|
| 16 |
CALENDAR
|
|
|
2008
|
|
9 |
p. I-II
nvt p.
|
artikel
|
| 17 |
Calendar
|
|
|
2007
|
|
9 |
p. I-II
nvt p.
|
artikel
|
| 18 |
Calender
|
|
|
2002
|
|
9 |
p. I-II
nvt p.
|
artikel
|
| 19 |
Calender
|
|
|
2001
|
|
9 |
p. I-
1 p.
|
artikel
|
| 20 |
Capacities of headed stud shear connectors in composite steel beams with precast hollowcore slabs
|
Lam, Dennis
|
|
2007
|
|
9 |
p. 1160-1174
15 p.
|
artikel
|
| 21 |
Critical buckling of longitudinally stiffened webs subjected to compressive edge loads
|
Graciano, Carlos
|
|
2003
|
|
9 |
p. 1119-1146
28 p.
|
artikel
|
| 22 |
Cross-frame and lateral bracing influence on curved steel bridge free vibration response
|
Maneetes, H
|
|
2003
|
|
9 |
p. 1101-1117
17 p.
|
artikel
|
| 23 |
Cyclic loading tests on a non-compression brace considering performance-based seismic design
|
Tamai, Hiroyuki
|
|
2005
|
|
9 |
p. 1301-1317
17 p.
|
artikel
|
| 24 |
Design provisions for connections between steel beams and concrete filled tube columns
|
Elremaily, A.
|
|
2001
|
|
9 |
p. 971-995
25 p.
|
artikel
|
| 25 |
Discussion on “Composite (steel–concrete) highway bridge fatigue assessment” by F.N. Leitão, J.G.S. da Silva, P.C.G. da S. Vellasco, S.A.L. de Andrade, and L.R.O. de Lima [J Constr Steel Res 2011; 67(1): 14–24]
|
Yang, Guo-Tao
|
|
2011
|
|
9 |
p. 1411-1412
2 p.
|
artikel
|
| 26 |
Distortional buckling of castellated beams
|
Zirakian, Tadeh
|
|
2006
|
|
9 |
p. 863-871
9 p.
|
artikel
|
| 27 |
Earthquake testing and response analysis of concentrically-braced sub-frames
|
Broderick, B.M.
|
|
2008
|
|
9 |
p. 997-1007
11 p.
|
artikel
|
| 28 |
Editorial Board
|
|
|
2003
|
|
9 |
p. IFC-
1 p.
|
artikel
|
| 29 |
Editorial Board
|
|
|
2005
|
|
9 |
p. CO2-
1 p.
|
artikel
|
| 30 |
Editorial Board
|
|
|
2008
|
|
9 |
p. IFC-
1 p.
|
artikel
|
| 31 |
Editorial Board
|
|
|
2004
|
|
9 |
p. IFC-
1 p.
|
artikel
|
| 32 |
Editorial Board
|
|
|
2007
|
|
9 |
p. IFC-
1 p.
|
artikel
|
| 33 |
Effect of shear force on the initial stiffness of top and seat angle connections with double web angles
|
Danesh, F.
|
|
2007
|
|
9 |
p. 1208-1218
11 p.
|
artikel
|
| 34 |
Element stiffness matrix and modified coefficients for circular tube with tapered ends
|
Luo, Yaozhi
|
|
2006
|
|
9 |
p. 856-862
7 p.
|
artikel
|
| 35 |
Erratum to “Tests on stub columns of concrete-filled RHS sections” [Journal of Constructional Steel Research 58 (2002) 353–372]
|
Han, L.-H.
|
|
2006
|
|
9 |
p. 931-932
2 p.
|
artikel
|
| 36 |
Experimental and numerical assessment of stayed steel columns
|
de Araujo, R.R.
|
|
2008
|
|
9 |
p. 1020-1029
10 p.
|
artikel
|
| 37 |
Experimental and theoretical analysis of the moment–rotation behaviour of stiffened extended end-plate connections
|
Shi, Yongjiu
|
|
2007
|
|
9 |
p. 1279-1293
15 p.
|
artikel
|
| 38 |
Experimental behaviour of high strength steel end-plate connections
|
Girão Coelho, Ana M.
|
|
2007
|
|
9 |
p. 1228-1240
13 p.
|
artikel
|
| 39 |
Experimental investigation of a doubler-plate reinforced tubular T-joint subjected to combined loadings
|
Hoon, Kay-Hiang
|
|
2001
|
|
9 |
p. 1015-1039
25 p.
|
artikel
|
| 40 |
Experimental investigation of behaviour of axially restrained steel beams in fire
|
Liu, T.C.H
|
|
2002
|
|
9 |
p. 1211-1230
20 p.
|
artikel
|
| 41 |
Experimental research on I-girders subjected to eccentric patch loading
|
Lučić, Duško
|
|
2003
|
|
9 |
p. 1147-1157
11 p.
|
artikel
|
| 42 |
Experimental study of bonded steel concrete composite structures
|
Bouazaoui, L.
|
|
2007
|
|
9 |
p. 1268-1278
11 p.
|
artikel
|
| 43 |
Experiments on stainless steel hollow sections—Part 1: Material and cross-sectional behaviour
|
Gardner, L.
|
|
2004
|
|
9 |
p. 1291-1318
28 p.
|
artikel
|
| 44 |
Experiments on stainless steel hollow sections—Part 2: Member behaviour of columns and beams
|
Gardner, L
|
|
2004
|
|
9 |
p. 1319-1332
14 p.
|
artikel
|
| 45 |
Fatigue crack growth analysis of a square hollow section T-joint
|
Yang, Z.M.
|
|
2007
|
|
9 |
p. 1184-1193
10 p.
|
artikel
|
| 46 |
Finite element analysis of steel–concrete–steel sandwich beams
|
Foundoukos, N.
|
|
2008
|
|
9 |
p. 947-961
15 p.
|
artikel
|
| 47 |
Foreword
|
Nethercot, D.A.
|
|
2008
|
|
9 |
p. 927-
1 p.
|
artikel
|
| 48 |
Frame analysis incorporating semi-rigid joint action: Applicability of the half initial Secant stiffness approach
|
van Keulen, D.C.
|
|
2003
|
|
9 |
p. 1083-1100
18 p.
|
artikel
|
| 49 |
Inelastic behaviour of composite members under combined bending and axial loading
|
Elghazouli, A.Y.
|
|
2008
|
|
9 |
p. 1008-1019
12 p.
|
artikel
|
| 50 |
Limit analysis of strain softening steel frames under pure bending
|
Tangaramvong, S.
|
|
2007
|
|
9 |
p. 1151-1159
9 p.
|
artikel
|
| 51 |
Modelling of unpropped semi-continuous composite beams
|
Byfield, M.P.
|
|
2004
|
|
9 |
p. 1353-1367
15 p.
|
artikel
|
| 52 |
Nonlinear FE analysis of longitudinally stiffened girder webs under patch loading
|
Graciano, C.A.
|
|
2002
|
|
9 |
p. 1231-1245
15 p.
|
artikel
|
| 53 |
Non-linear finite element analysis of axially restrained steel beams at elevated temperatures in a fire
|
Li, Guoqiang
|
|
2007
|
|
9 |
p. 1175-1183
9 p.
|
artikel
|
| 54 |
On the incorporation of equivalent member imperfections in the in-plane design of steel frames
|
Gonçalves, Rodrigo
|
|
2005
|
|
9 |
p. 1226-1240
15 p.
|
artikel
|
| 55 |
On the notion of effective length for single angle geometric axis flexure
|
Earls, C.J.
|
|
2002
|
|
9 |
p. 1195-1210
16 p.
|
artikel
|
| 56 |
On the strength of cast iron columns
|
Rondal, Jacques
|
|
2004
|
|
9 |
p. 1257-1270
14 p.
|
artikel
|
| 57 |
Parametric study of double angle framing connections subjected to shear and tension
|
Hong, K.
|
|
2001
|
|
9 |
p. 997-1013
17 p.
|
artikel
|
| 58 |
Partial-interaction analysis with push-out tests
|
Jeong, Youn-Ju
|
|
2005
|
|
9 |
p. 1318-1331
14 p.
|
artikel
|
| 59 |
Performance-based design of blast resistant offshore topsides, Part II: Modelling and design
|
Mohamed Ali, R.M.
|
|
2008
|
|
9 |
p. 1046-1058
13 p.
|
artikel
|
| 60 |
Performance based design of blast resistant offshore topsides, Part I: Philosophy
|
Mohamed Ali, R.M.
|
|
2008
|
|
9 |
p. 1030-1045
16 p.
|
artikel
|
| 61 |
Publisher's note
|
|
|
2004
|
|
9 |
p. iii-
1 p.
|
artikel
|
| 62 |
Resistance of stainless steel CHS columns based on cross-section deformation capacity
|
Ashraf, Mahmud
|
|
2008
|
|
9 |
p. 962-970
9 p.
|
artikel
|
| 63 |
Response to Discussion on “Numerical simulation of concrete encased steel composite columns” [J Constr Steel Res 2011; 67(2): 211–22]
|
Ellobody, Ehab
|
|
2011
|
|
9 |
p. 1413-
1 p.
|
artikel
|
| 64 |
Seismically induced cyclic buckling of steel columns including residual-stress and strain-rate effects
|
Lamarche, Charles-Philippe
|
|
2011
|
|
9 |
p. 1401-1410
10 p.
|
artikel
|
| 65 |
Seismic behavior and strength of square tube confined reinforced-concrete (STRC) columns
|
Zhang, Sumei
|
|
2007
|
|
9 |
p. 1194-1207
14 p.
|
artikel
|
| 66 |
Sensitivity analysis of tensegrity systems due to member loss
|
Shekastehband, B.
|
|
2011
|
|
9 |
p. 1325-1340
16 p.
|
artikel
|
| 67 |
Stability criteria for Timoshenko columns with intermediate and end concentrated axial loads
|
Wang, C.M.
|
|
2002
|
|
9 |
p. 1177-1193
17 p.
|
artikel
|
| 68 |
Static and fatigue behavior of large stud shear connectors for steel–concrete composite bridges
|
Lee, Pil-Goo
|
|
2005
|
|
9 |
p. 1270-1285
16 p.
|
artikel
|
| 69 |
Static behaviour of a steel–concrete composite beam with an innovative horizontal connection
|
Jurkiewiez, B.
|
|
2005
|
|
9 |
p. 1286-1300
15 p.
|
artikel
|
| 70 |
Steel beams with large web openings of various shapes and sizes: an empirical design method using a generalised moment-shear interaction curve
|
Chung, K.F.
|
|
2003
|
|
9 |
p. 1177-1200
24 p.
|
artikel
|
| 71 |
Steel beams with large web openings of various shapes and sizes: finite element investigation
|
Liu, T.C.H.
|
|
2003
|
|
9 |
p. 1159-1176
18 p.
|
artikel
|
| 72 |
Strength and ductility evaluation of steel bridge piers with linearly tapered plates
|
Susantha, K.A.S.
|
|
2006
|
|
9 |
p. 906-916
11 p.
|
artikel
|
| 73 |
Tests and calculations for hollow structural steel (HSS) stub columns filled with self-consolidating concrete (SCC)
|
Han, Lin-Hai
|
|
2005
|
|
9 |
p. 1241-1269
29 p.
|
artikel
|
| 74 |
The effect of joint ductility on the seismic fragility of a regular moment resisting steel frame designed to EC8 provisions
|
Kazantzi, A.K.
|
|
2008
|
|
9 |
p. 987-996
10 p.
|
artikel
|
| 75 |
The effect of semi-rigid joints and an elastic bracing system on the buckling load of simple rectangular steel frames
|
Raftoyiannis, Ioannis G.
|
|
2005
|
|
9 |
p. 1205-1225
21 p.
|
artikel
|
| 76 |
The moment–gradient factor in lateral–torsional buckling on wide flange steel sections
|
Suryoatmono, Bambang
|
|
2002
|
|
9 |
p. 1247-1264
18 p.
|
artikel
|
| 77 |
The response of flush end-plate joints under earthquake loading
|
Broderick, B.M.
|
|
2002
|
|
9 |
p. 1161-1175
15 p.
|
artikel
|
| 78 |
The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation
|
Cabrero, J.M.
|
|
2007
|
|
9 |
p. 1241-1253
13 p.
|
artikel
|
| 79 |
The semi-rigidbehaviour of three-dimensional steel beam-to-column steel joints subjected to proportional loading. Part II: Theoretical model and validation
|
Cabrero, J.M.
|
|
2007
|
|
9 |
p. 1254-1267
14 p.
|
artikel
|
| 80 |
Time analysis of composite beams with partial interaction using available modelling techniques: A comparative study
|
Gara, F.
|
|
2006
|
|
9 |
p. 917-930
14 p.
|
artikel
|
| 81 |
Towards a consistent design approach for steel joints under generalized loading
|
Simões da Silva, L.
|
|
2008
|
|
9 |
p. 1059-1075
17 p.
|
artikel
|
| 82 |
Upgrading the performance of steel box piers subjected to earthquakes
|
Hsu, H.-L
|
|
2001
|
|
9 |
p. 945-958
14 p.
|
artikel
|
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