| 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
|
65 |
7 |
p. 1480-1489
10 p.
|
artikel
|
| 2 |
Assessment of semi-rigid connections in steel structures by modal testing
|
Türker, Temel
|
|
2009
|
65 |
7 |
p. 1538-1547
10 p.
|
artikel
|
| 3 |
Behavior and strength of circular tube confined reinforced-concrete (CTRC) columns
|
Liu, Jiepeng
|
|
2009
|
65 |
7 |
p. 1447-1458
12 p.
|
artikel
|
| 4 |
Behavior of beam-to-column moment connections under fire load
|
Yang, Kuo-Chen
|
|
2009
|
65 |
7 |
p. 1520-1527
8 p.
|
artikel
|
| 5 |
Buckling analysis design of steel frames
|
Trahair, N.S.
|
|
2009
|
65 |
7 |
p. 1459-1463
5 p.
|
artikel
|
| 6 |
CALENDAR
|
|
|
2009
|
65 |
7 |
p. I-II
nvt p.
|
artikel
|
| 7 |
Concise formula for the critical buckling stresses of an elastic plate under biaxial compression and shear
|
Chen, Y.Z.
|
|
2009
|
65 |
7 |
p. 1507-1510
4 p.
|
artikel
|
| 8 |
Corrigendum to: “Cold formed steel beams under monotonic and cyclic loading: Experimental investigation” [J. Constr. Steel Res. 65 (2009) 219–227]
|
Calderoni, B.
|
|
2009
|
65 |
7 |
p. 1548-
1 p.
|
artikel
|
| 9 |
Design of steel plate shear walls considering inelastic drift demand
|
Ghosh, Siddhartha
|
|
2009
|
65 |
7 |
p. 1431-1437
7 p.
|
artikel
|
| 10 |
Editorial Board
|
|
|
2009
|
65 |
7 |
p. IFC-
1 p.
|
artikel
|
| 11 |
Evaluation of composite shear wall behavior under cyclic loadings
|
Rahai, A.
|
|
2009
|
65 |
7 |
p. 1528-1537
10 p.
|
artikel
|
| 12 |
Experimental investigation of link-to-column connections in eccentrically braced frames
|
Okazaki, Taichiro
|
|
2009
|
65 |
7 |
p. 1401-1412
12 p.
|
artikel
|
| 13 |
Full-scale tests on composite steel–concrete beams with steel trapezoidal decking
|
Ranzi, G.
|
|
2009
|
65 |
7 |
p. 1490-1506
17 p.
|
artikel
|
| 14 |
Multi-stepwise thermal prestressing using a cover-plate in steel structures
|
Kim, Sang-Hyo
|
|
2009
|
65 |
7 |
p. 1464-1479
16 p.
|
artikel
|
| 15 |
Post-Northridge connection with modified beam end configuration to enhance strength and ductility
|
Hedayat, Amir A.
|
|
2009
|
65 |
7 |
p. 1413-1430
18 p.
|
artikel
|
| 16 |
Seismic behavior of exterior connections with steel beams bolted to CFT columns
|
Li, X.
|
|
2009
|
65 |
7 |
p. 1438-1446
9 p.
|
artikel
|
| 17 |
Shape optimization of reduced beam section under cyclic loads
|
Ohsaki, M.
|
|
2009
|
65 |
7 |
p. 1511-1519
9 p.
|
artikel
|
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