nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
Concentric X-braced frames with HSS bracing
|
Palmer, Keith D. |
|
2012 |
12 |
3 |
p. 443-459 |
artikel |
2 |
Contribution of the flexible supports to the distribution of the internal forces in steel frames
|
Stamatopoulos, George N. |
|
2012 |
12 |
3 |
p. 419-426 |
artikel |
3 |
Cost-effectiveness of protective measures for single-layer reticulated domes subject to impact loading
|
Zhi, Xudong |
|
2012 |
12 |
3 |
p. 311-319 |
artikel |
4 |
Design aid for moment strength of built-up crane runway girders
|
Hsu, Wei T. |
|
2012 |
12 |
3 |
p. 403-417 |
artikel |
5 |
Experimental study on low cycle fatigue strength of beam-to-column connections in steel bridge bents with different plate assembling and material mismatching
|
Saiprasertkit, Kawin |
|
2012 |
12 |
3 |
p. 351-362 |
artikel |
6 |
Experimental study on the bend and shear behaviors of steel-concrete composite beams with notched web of inverted T-shaped steel section
|
Li, Guo-Qiang |
|
2012 |
12 |
3 |
p. 391-401 |
artikel |
7 |
Inelastic local buckling of curved plates with or without thickness-tapered sections using finite strip method
|
Kasaeian, Sh. |
|
2012 |
12 |
3 |
p. 427-442 |
artikel |
8 |
Mechanical behavior and analysis of composite bridges with corrugated steel webs: State-of-the-art
|
He, Jun |
|
2012 |
12 |
3 |
p. 321-338 |
artikel |
9 |
Performance evaluation of different types of steel moment resisting frames subjected to strong ground motion through incremental dynamic analysis
|
Asgarian, Behrouz |
|
2012 |
12 |
3 |
p. 363-379 |
artikel |
10 |
Simulation of tensile bolts in finite element modeling of semi-rigid beam-to-column connections
|
Wu, Zhaoqi |
|
2012 |
12 |
3 |
p. 339-350 |
artikel |
11 |
Study on failure modes of steel truss bridge gusset plates related to tension and shear block failure
|
Kasano, Hideyuki |
|
2012 |
12 |
3 |
p. 381-389 |
artikel |
12 |
The modified force-density method for form-finding of membrane structures
|
Ye, Jihong |
|
2012 |
12 |
3 |
p. 299-310 |
artikel |