nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
An energy-based partial pushdown analysis procedure for assessment of disproportionate collapse potential
|
Xu, Guoqing |
|
2011 |
67 |
3 |
p. 547-555 9 p. |
artikel |
2 |
A performance based methodology for fire design of restrained steel beams
|
Dwaikat, M.M.S. |
|
2011 |
67 |
3 |
p. 510-524 15 p. |
artikel |
3 |
Behaviour of short and slender concrete-filled stainless steel tubular columns
|
Uy, Brian |
|
2011 |
67 |
3 |
p. 360-378 19 p. |
artikel |
4 |
Bolted steel slip-critical connections with fillers: II. Behavior
|
Denavit, Mark D. |
|
2011 |
67 |
3 |
p. 398-406 9 p. |
artikel |
5 |
Bolted steel slip-critical connections with fillers: I. Performance
|
Borello, Daniel J. |
|
2011 |
67 |
3 |
p. 379-388 10 p. |
artikel |
6 |
CALENDAR
|
|
|
2011 |
67 |
3 |
p. I-II nvt p. |
artikel |
7 |
Cyclic behavior studies on I-section inverted V-braces and their gusset plate connections
|
Zhang, Wenyuan |
|
2011 |
67 |
3 |
p. 407-420 14 p. |
artikel |
8 |
Design of cold-formed stainless steel tubular T- and X-joints
|
Feng, Ran |
|
2011 |
67 |
3 |
p. 421-436 16 p. |
artikel |
9 |
Design of short CFRP-reinforced steel tubular columns
|
Haedir, Jimmy |
|
2011 |
67 |
3 |
p. 497-509 13 p. |
artikel |
10 |
Editorial Board
|
|
|
2011 |
67 |
3 |
p. IFC- 1 p. |
artikel |
11 |
Effects of connection geometry on block shear failure of welded lap plate connections
|
Oosterhof, Steven A. |
|
2011 |
67 |
3 |
p. 525-532 8 p. |
artikel |
12 |
Elastic local post-buckling of elliptical tubes
|
Silvestre, N. |
|
2011 |
67 |
3 |
p. 281-292 12 p. |
artikel |
13 |
Experimental and numerical analysis of the strain-rate effect on fully welded connections
|
El Hassouni, A. |
|
2011 |
67 |
3 |
p. 533-546 14 p. |
artikel |
14 |
Fire resistance of concrete encased steel columns under 3- and 4-side standard heating
|
Mao, Xiaoyong |
|
2011 |
67 |
3 |
p. 270-280 11 p. |
artikel |
15 |
Full-scale long-term experiments of simply supported composite beams with solid slabs
|
Al-deen, Safat |
|
2011 |
67 |
3 |
p. 308-321 14 p. |
artikel |
16 |
Investigation of high strength steel connections with several bolts in double shear
|
Može, Primož |
|
2011 |
67 |
3 |
p. 333-347 15 p. |
artikel |
17 |
Method for detecting moment connection fracture using high-frequency transients in recorded accelerations
|
Rodgers, Janise E. |
|
2011 |
67 |
3 |
p. 293-307 15 p. |
artikel |
18 |
Modeling of curved composite I-girder bridges using spatial systems of beam elements
|
Adamakos, Theodoros |
|
2011 |
67 |
3 |
p. 462-470 9 p. |
artikel |
19 |
Non linear behaviour of steel–concrete epoxy bonded composite beams
|
Jurkiewiez, B. |
|
2011 |
67 |
3 |
p. 389-397 9 p. |
artikel |
20 |
Post-fire bond between the steel tube and concrete in concrete-filled steel tubular columns
|
Tao, Zhong |
|
2011 |
67 |
3 |
p. 484-496 13 p. |
artikel |
21 |
Practical advanced analysis software for nonlinear inelastic dynamic analysis of steel structures
|
Thai, Huu-Tai |
|
2011 |
67 |
3 |
p. 453-461 9 p. |
artikel |
22 |
Progressive collapse design of seismic steel frames using structural optimization
|
Liu, Min |
|
2011 |
67 |
3 |
p. 322-332 11 p. |
artikel |
23 |
Retraining local and global buckling behavior of steel plastic hinges using CFRP
|
El-Tawil, Sherif |
|
2011 |
67 |
3 |
p. 261-269 9 p. |
artikel |
24 |
Shear and bending behaviour of fin plate connection to concrete filled rectangular steel tubular column — Development of a simplified calculation method
|
Jones, M.H. |
|
2011 |
67 |
3 |
p. 348-359 12 p. |
artikel |
25 |
Tests on stub stainless steel–concrete–carbon steel double-skin tubular (DST) columns
|
Han, Lin-Hai |
|
2011 |
67 |
3 |
p. 437-452 16 p. |
artikel |
26 |
Time-dependent behaviour of expansive concrete-filled steel tubular columns
|
Wang, Yuyin |
|
2011 |
67 |
3 |
p. 471-483 13 p. |
artikel |