nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Comparison of seismic design provisions for buckling restrained braced frames in Canada, United States, Chile, and New Zealand
|
Tremblay, R. |
|
2016 |
|
P2 |
p. 183-196 14 p. |
artikel |
2 |
Design of Concrete Filled Tubular Beam-columns with High Strength Steel and Concrete
|
Liew, J.Y. Richard |
|
2016 |
|
P2 |
p. 213-226 14 p. |
artikel |
3 |
Distortional Influence of Pallet Rack Uprights Subject to Combined Compression and Bending
|
Bonada, J. |
|
2016 |
|
P2 |
p. 275-285 11 p. |
artikel |
4 |
Dynamic Time-history Elastic Analysis of Steel Frames Using One Element per Member
|
Liu, Si-Wei |
|
2016 |
|
P2 |
p. 300-309 10 p. |
artikel |
5 |
Editorial Board
|
|
|
2016 |
|
P2 |
p. IFC- 1 p. |
artikel |
6 |
FOREWORD
|
Camotim Guest Co-Editor, Dinar |
|
2016 |
|
P2 |
p. 155-156 2 p. |
artikel |
7 |
Fracture Toughness of G450 Sheet Steels at Ambient Temperature Subjected to Tension
|
Pham, Cao Hung |
|
2016 |
|
P2 |
p. 310-317 8 p. |
artikel |
8 |
Koiter Asymptotic Analysis of Thin-walled Cold-formed Steel Uprights Pallet Racks
|
Ungureanu, V. |
|
2016 |
|
P2 |
p. 286-299 14 p. |
artikel |
9 |
On the Safety of the European Stability Design Rules for Steel Members
|
Simões da Silva, Luís |
|
2016 |
|
P2 |
p. 157-169 13 p. |
artikel |
10 |
Reprint of Response of CFS Sheathed Shear Walls
|
Accorti, Matteo |
|
2016 |
|
P2 |
p. 318-330 13 p. |
artikel |
11 |
Seismic Response and Engineering of Cold-formed Steel Framed Buildings
|
Schafer, B.W. |
|
2016 |
|
P2 |
p. 197-212 16 p. |
artikel |
12 |
Shakedown Behavior of a Continuous Steel Bridge Girder Strengthened With Post-Installed Shear Connectors
|
Kreitman, Kerry |
|
2016 |
|
P2 |
p. 245-251 7 p. |
artikel |
13 |
Spherical Dome Buckling With Edge Ring Support
|
Rotter, J. Michael |
|
2016 |
|
P2 |
p. 264-274 11 p. |
artikel |
14 |
Stressed Skin Effect on the Elastic Buckling of Pitched Roof Portal Frames
|
Nagy, Zs. |
|
2016 |
|
P2 |
p. 227-244 18 p. |
artikel |
15 |
Systems Reliability for 3D Steel Frames Subject to Gravity Loads
|
Liu, Wenyu |
|
2016 |
|
P2 |
p. 170-182 13 p. |
artikel |
16 |
The Post-buckled Failure of Steel Plate Shear Webs With Centrally Located Circular Cut-outs
|
Loughlan, J. |
|
2016 |
|
P2 |
p. 252-263 12 p. |
artikel |