| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
CALENDAR
|
|
|
2009
|
65 |
5 |
p. I-II
nvt p.
|
artikel
|
| 2 |
Compressive behavior of central gusset plate connections for a buckling-restrained braced frame
|
Chou, Chung-Che
|
|
2009
|
65 |
5 |
p. 1138-1148
11 p.
|
artikel
|
| 3 |
Creep behaviour modelling of a composite steel–concrete section
|
Tehami, Mohamed
|
|
2009
|
65 |
5 |
p. 1029-1033
5 p.
|
artikel
|
| 4 |
Design equations for moment strength of RBS-B connections
|
Han, Sang-Whan
|
|
2009
|
65 |
5 |
p. 1087-1095
9 p.
|
artikel
|
| 5 |
Design of steel portal frame buildings for fire safety
|
Moss, P.J.
|
|
2009
|
65 |
5 |
p. 1216-1224
9 p.
|
artikel
|
| 6 |
Displacement-restraint bracing for seismic retrofit of steel moment frames
|
Hou, Xingguo
|
|
2009
|
65 |
5 |
p. 1096-1104
9 p.
|
artikel
|
| 7 |
Editorial Board
|
|
|
2009
|
65 |
5 |
p. IFC-
1 p.
|
artikel
|
| 8 |
Energy dissipation characteristics of semi-rigid connections
|
Abolmaali, Ali
|
|
2009
|
65 |
5 |
p. 1187-1197
11 p.
|
artikel
|
| 9 |
Experimental and numerical investigation on cold-formed steel C-section flexural members
|
Wang, Haiming
|
|
2009
|
65 |
5 |
p. 1225-1235
11 p.
|
artikel
|
| 10 |
Experimental study on the compressive resistance of stress-relieved solid round steel members
|
Sennah, Khaled
|
|
2009
|
65 |
5 |
p. 1034-1042
9 p.
|
artikel
|
| 11 |
Extended second order approximate analysis of frames with sway-braced column interaction
|
Hellesland, Jostein
|
|
2009
|
65 |
5 |
p. 1075-1086
12 p.
|
artikel
|
| 12 |
Imperfections in steel girder webs with and without perforations under patch loading
|
Maiorana, Emanuele
|
|
2009
|
65 |
5 |
p. 1121-1129
9 p.
|
artikel
|
| 13 |
Modelling and analysis of two-way composite slabs
|
A-H Eldib, M.E.
|
|
2009
|
65 |
5 |
p. 1236-1248
13 p.
|
artikel
|
| 14 |
Numerical and analytical investigations of steel beam-to-column joints at elevated temperatures
|
Qian, Zhen-Hai
|
|
2009
|
65 |
5 |
p. 1043-1054
12 p.
|
artikel
|
| 15 |
Parametric study and fatigue-life-cycle design of shear studs in composite bridges
|
Liu, K.
|
|
2009
|
65 |
5 |
p. 1105-1111
7 p.
|
artikel
|
| 16 |
Plastic design of eccentrically braced frames, II: Failure mode control
|
Mastrandrea, Luigi
|
|
2009
|
65 |
5 |
p. 1015-1028
14 p.
|
artikel
|
| 17 |
Plastic design of eccentrically braced frames, I: Moment–shear interaction
|
Mastrandrea, Luigi
|
|
2009
|
65 |
5 |
p. 1007-1014
8 p.
|
artikel
|
| 18 |
Seismic analysis of steel plate shear walls considering strain rate and P –delta effects
|
Bhowmick, Anjan K.
|
|
2009
|
65 |
5 |
p. 1149-1159
11 p.
|
artikel
|
| 19 |
Seismic analysis of the world’s tallest building
|
Fan, Hong
|
|
2009
|
65 |
5 |
p. 1206-1215
10 p.
|
artikel
|
| 20 |
Seismic behavior of composite connections — flexural capacity analysis
|
Nie, Jianguo
|
|
2009
|
65 |
5 |
p. 1112-1120
9 p.
|
artikel
|
| 21 |
Seismic behaviour of concrete-filled steel tubular frame to RC shear wall high-rise mixed structures
|
Han, Lin-Hai
|
|
2009
|
65 |
5 |
p. 1249-1260
12 p.
|
artikel
|
| 22 |
Shear strength and design of trapezoidally corrugated steel webs
|
Moon, Jiho
|
|
2009
|
65 |
5 |
p. 1198-1205
8 p.
|
artikel
|
| 23 |
Simplified nonlinear progressive collapse analysis of welded steel moment frames
|
Lee, Cheol-Ho
|
|
2009
|
65 |
5 |
p. 1130-1137
8 p.
|
artikel
|
| 24 |
Tests of hysteretic behavior for unbonded steel plate brace encased in reinforced concrete panel
|
Ding, Yukun
|
|
2009
|
65 |
5 |
p. 1160-1170
11 p.
|
artikel
|
| 25 |
The shear lag effects on welded steel single angle tension members
|
Zhu,, H.T.
|
|
2009
|
65 |
5 |
p. 1171-1186
16 p.
|
artikel
|
| 26 |
Two-dimensional FE model for evaluation of composite beams, I: Formulation and validation
|
Queiroz, F.D.
|
|
2009
|
65 |
5 |
p. 1055-1062
8 p.
|
artikel
|
| 27 |
Two-dimensional FE model for evaluation of composite beams, II: Parametric study
|
Queiroz, F.D.
|
|
2009
|
65 |
5 |
p. 1063-1074
12 p.
|
artikel
|
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