| no |
title |
author |
magazine |
year |
volume |
issue |
page(s) |
type |
| 1 |
Analytical prediction of composite beams response in fire situations
|
Benedetti, Andrea
|
|
2007
|
63 |
2 |
p. 221-228
8 p.
|
article
|
| 2 |
A parametric analysis of the patch load behaviour using a neuro-fuzzy system
|
Fonseca, Elaine T.
|
|
2007
|
63 |
2 |
p. 194-210
17 p.
|
article
|
| 3 |
Behaviour of frames with Non-Buckling bracings under earthquake loading
|
Ravi Kumar, G.
|
|
2007
|
63 |
2 |
p. 254-262
9 p.
|
article
|
| 4 |
Buckling analysis of high strength stainless steel stiffened and unstiffened slender hollow section columns
|
Ellobody, Ehab
|
|
2007
|
63 |
2 |
p. 145-155
11 p.
|
article
|
| 5 |
Buckling of frames braced by flexural bracing
|
Tong, G.S.
|
|
2007
|
63 |
2 |
p. 229-236
8 p.
|
article
|
| 6 |
Calendar
|
|
|
2007
|
63 |
2 |
p. I-II
nvt p.
|
article
|
| 7 |
Cyclic response of plate steels under large inelastic strains
|
Dusicka, Peter
|
|
2007
|
63 |
2 |
p. 156-164
9 p.
|
article
|
| 8 |
Experimental and computational study of concrete filled steel tubular columns under axial loads
|
Gupta, P.K.
|
|
2007
|
63 |
2 |
p. 182-193
12 p.
|
article
|
| 9 |
Experimental behavior of circular concrete-filled steel tube stub columns
|
Yu, Zhi-wu
|
|
2007
|
63 |
2 |
p. 165-174
10 p.
|
article
|
| 10 |
Influence of initial imperfection on the behaviour of extended bolted end-plate connections for portal frames
|
Chen, Shiming
|
|
2007
|
63 |
2 |
p. 211-220
10 p.
|
article
|
| 11 |
Out-of-plane stability of simply supported beams with knee braces
|
Zhang, L.
|
|
2007
|
63 |
2 |
p. 175-181
7 p.
|
article
|
| 12 |
Seismic performance of isolated curved steel viaducts equipped with deck unseating prevention cable restrainers
|
Ruiz Julian, Felix D.
|
|
2007
|
63 |
2 |
p. 237-253
17 p.
|
article
|
| 13 |
Semi-rigid composite frames with perfobond and T-rib connectors Part 2: Design models assessment
|
de Andrade, S.A.L.
|
|
2007
|
63 |
2 |
p. 280-292
13 p.
|
article
|
| 14 |
Semi-rigid composite frames with perfobond and T-rib connectors Part 1: Full scale tests
|
da S. Vellasco, P.C.G.
|
|
2007
|
63 |
2 |
p. 263-279
17 p.
|
article
|
Journal description