| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
A basis for comparing progressive collapse resistance of moment frames and connections
|
Li, Ling
|
|
2017
|
139 |
C |
p. 1-5
|
artikel
|
| 2 |
Analytical behaviour of tapered CFDST stub columns under axially partial compression
|
Zhang, Yong-Bo
|
|
2017
|
139 |
C |
p. 302-314
|
artikel
|
| 3 |
Behaviour of continuous concrete filled steel tubular columns loaded eccentrically in fire
|
Ukanwa, Kingsley U.
|
|
2017
|
139 |
C |
p. 280-287
|
artikel
|
| 4 |
Behaviour of stainless steel press-braked channel sections under compression
|
Dobrić, Jelena
|
|
2017
|
139 |
C |
p. 236-253
|
artikel
|
| 5 |
Behaviour of steel-foam concrete composite panel under in-plane lateral load
|
P., Prabha
|
|
2017
|
139 |
C |
p. 437-448
|
artikel
|
| 6 |
Bond strength between steel and self-compacting lower expansion concrete in composite columns
|
Qu, Xiushu
|
|
2017
|
139 |
C |
p. 176-187
|
artikel
|
| 7 |
Buckling of parallel purlins inter-braced by sag-rods
|
Tong, Genshu
|
|
2017
|
139 |
C |
p. 123-134
|
artikel
|
| 8 |
Capacity of semi-rigid composite joints in accommodating column loss
|
Gao, Shan
|
|
2017
|
139 |
C |
p. 288-301
|
artikel
|
| 9 |
Conceptual numerical investigation of all-steel Tube-in-Tube buckling restrained braces
|
Heidary-Torkamani, Hamid
|
|
2017
|
139 |
C |
p. 220-235
|
artikel
|
| 10 |
Design shear resistance of headed studs embedded in solid slabs and encasements
|
Hicks, Stephen J.
|
|
2017
|
139 |
C |
p. 339-352
|
artikel
|
| 11 |
Editorial Board
|
|
|
2017
|
139 |
C |
p. IFC
|
artikel
|
| 12 |
Effects of span-to-depth ratios on moment connection damage evolution under catenary action
|
Li, Ling
|
|
2017
|
139 |
C |
p. 18-29
|
artikel
|
| 13 |
Experimental behavior and analysis of self-centering steel brace with pre-pressed disc springs
|
Xu, Longhe
|
|
2017
|
139 |
C |
p. 363-373
|
artikel
|
| 14 |
Experimental study and simplified analysis of EBF fabricated with high strength steel
|
Lian, Ming
|
|
2017
|
139 |
C |
p. 6-17
|
artikel
|
| 15 |
Experimental study of an innovative modular steel building connection
|
Chen, Zhihua
|
|
2017
|
139 |
C |
p. 69-82
|
artikel
|
| 16 |
Fatigue strength of repaired cracks in base material of high strength steels
|
Akyel, A.
|
|
2017
|
139 |
C |
p. 374-384
|
artikel
|
| 17 |
Flexural behaviour of concrete-filled stainless steel CHS subjected to static loading
|
Chen, Yu
|
|
2017
|
139 |
C |
p. 30-43
|
artikel
|
| 18 |
Guided genetic algorithm for dome optimization against instability with discrete variables
|
Lu, Mingfei
|
|
2017
|
139 |
C |
p. 149-156
|
artikel
|
| 19 |
Initial in-plane rotational stiffness of welded RHS T joints with axial force in main member
|
Garifullin, Marsel
|
|
2017
|
139 |
C |
p. 353-362
|
artikel
|
| 20 |
Local stresses in webs of crane runway girders: Tests and numerical calculations
|
Kettler, Markus
|
|
2017
|
139 |
C |
p. 188-201
|
artikel
|
| 21 |
Modeling resolution effects on the seismic response of a hospital steel building
|
Hassan, Emad M.
|
|
2017
|
139 |
C |
p. 254-271
|
artikel
|
| 22 |
Monotonic and cyclic flexural behaviour of square/rectangular rubberized concrete-filled steel tubes
|
Silva, A.
|
|
2017
|
139 |
C |
p. 385-396
|
artikel
|
| 23 |
New framework for calibration of partial safety factors for fatigue design
|
D’Angelo, Luca
|
|
2017
|
139 |
C |
p. 466-472
|
artikel
|
| 24 |
Numerical assessment of slab-interaction effects on the behaviour of steel-concrete composite joints
|
Amadio, Claudio
|
|
2017
|
139 |
C |
p. 397-410
|
artikel
|
| 25 |
Plastic collapse load numerical evaluation of welded beam-to-column steel joints
|
Fuschi, P.
|
|
2017
|
139 |
C |
p. 457-465
|
artikel
|
| 26 |
Post-fire residual strength of steel tubular T-joint with concrete-filled chord
|
Gao, Fei
|
|
2017
|
139 |
C |
p. 327-338
|
artikel
|
| 27 |
Pseudo-dynamic tests of assembly blind bolted composite frames to CFST columns
|
Wang, Jingfeng
|
|
2017
|
139 |
C |
p. 83-100
|
artikel
|
| 28 |
Pulse shape effects on the dynamic response of a steel beam under combined action of fire and explosion loads
|
Tan, Yinghua
|
|
2017
|
139 |
C |
p. 484-492
|
artikel
|
| 29 |
Q690 high strength steel T-stub tensile behavior: Experimental research and theoretical analysis
|
Guo, Hongchao
|
|
2017
|
139 |
C |
p. 473-483
|
artikel
|
| 30 |
Resilience of tall steel moment resisting frame buildings with multi-hazard post-event fire
|
Gerasimidis, S.
|
|
2017
|
139 |
C |
p. 202-219
|
artikel
|
| 31 |
Seismic behavior of an industrial steel structure retrofitted with self-centering hysteretic dampers
|
Morelli, F.
|
|
2017
|
139 |
C |
p. 157-175
|
artikel
|
| 32 |
Seismic performance of all-steel buckling-controlled braces with various cross-sections
|
Momenzadeh, Seyedbabak
|
|
2017
|
139 |
C |
p. 44-61
|
artikel
|
| 33 |
Seismic retrofit of welded steel moment connections with highly composite floor slabs
|
Kim, Sung-Yong
|
|
2017
|
139 |
C |
p. 62-68
|
artikel
|
| 34 |
Sensitivity assessment and lateral-torsional buckling design of I-beams using solid finite elements
|
Kala, Zdeněk
|
|
2017
|
139 |
C |
p. 110-122
|
artikel
|
| 35 |
Steel beam-to-column RBS connections with European profiles: I. Static optimization
|
Sophianopoulos, Dimitrios S.
|
|
2017
|
139 |
C |
p. 101-109
|
artikel
|
| 36 |
Structural performance of double-wall steel insulation silo with multiple bolted joints
|
Tang, Gan
|
|
2017
|
139 |
C |
p. 411-423
|
artikel
|
| 37 |
Test, modeling and design of bolted-angle connections subjected to column removal
|
Gong, Yanglin
|
|
2017
|
139 |
C |
p. 315-326
|
artikel
|
| 38 |
The establishment of a numerical model for structural cables including friction
|
Liang, Bing
|
|
2017
|
139 |
C |
p. 424-436
|
artikel
|
| 39 |
The strain-weighted energy damage model for structural steel under cyclic loading
|
Chen, Yueshi
|
|
2017
|
139 |
C |
p. 449-456
|
artikel
|
| 40 |
True stress-strain curves for ASTM A992 steel for fracture simulation at elevated temperatures
|
Cai, Wenyu
|
|
2017
|
139 |
C |
p. 272-279
|
artikel
|
| 41 |
Unified static-fatigue pull-through capacity equations for cold-formed steel roof battens
|
Myuran, Kathekeyan
|
|
2017
|
139 |
C |
p. 135-148
|
artikel
|
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