| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Behaviour of axially-restrained tubular compression members exposed to varying thermal loads
|
Cinitha, A.
|
|
|
179 |
C |
p.
|
artikel
|
| 2 |
Behaviour of steel–concrete composite girders under combined negative moment and shear
|
Men, Pengfei
|
|
|
179 |
C |
p.
|
artikel
|
| 3 |
Blind bolts with headed anchors under combined tension and shear
|
Pitrakkos, Theodoros
|
|
|
179 |
C |
p.
|
artikel
|
| 4 |
Buckling analysis of an innovative type of steel-concrete composite support in tunnels
|
Wang, Zhichao
|
|
|
179 |
C |
p.
|
artikel
|
| 5 |
Built-up battened steel columns under impact loading: Experimental and numerical analysis
|
Cui, Juanling
|
|
|
179 |
C |
p.
|
artikel
|
| 6 |
Chord-end RHS-to-RHS and CHS-to-CHS X-connections with rigid cap plates: Stress concentration factors
|
Sun, Min
|
|
|
179 |
C |
p.
|
artikel
|
| 7 |
Cyclic tests on concrete-filled composite plate shear walls with enhanced C-channels
|
Yan, Jia-Bao
|
|
|
179 |
C |
p.
|
artikel
|
| 8 |
Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases
|
Elettore, Elena
|
|
|
179 |
C |
p.
|
artikel
|
| 9 |
Design of cold-formed steel columns subject to local buckling at elevated temperatures
|
Rokilan, M.
|
|
|
179 |
C |
p.
|
artikel
|
| 10 |
Design of stainless steel cross-sections with outstand elements under stress gradients
|
Gkantou, Michaela
|
|
|
179 |
C |
p.
|
artikel
|
| 11 |
Design-parameter study on seismic performance of chevron-configured SCBFs with yielding beams
|
Tan, Qiyang
|
|
|
179 |
C |
p.
|
artikel
|
| 12 |
Deterioration of fatigue strength of bolted connection plates under combined corrosion and fatigue
|
Li, Le
|
|
|
179 |
C |
p.
|
artikel
|
| 13 |
Determination of displacements on built-up steel beams during experiments by image processing
|
Özsariyildiz, Şaban S.
|
|
|
179 |
C |
p.
|
artikel
|
| 14 |
Development, testing and performance evaluation of steel beam-through framed connections with curved knee braces for improving seismic performance
|
Li, Junlin
|
|
|
179 |
C |
p.
|
artikel
|
| 15 |
Editorial Board
|
|
|
|
179 |
C |
p.
|
artikel
|
| 16 |
Effective-notch-stress-based fatigue evaluation of rib-deck welds integrating the full-range S—N curve concept
|
Wang, Qiudong
|
|
|
179 |
C |
p.
|
artikel
|
| 17 |
Equivalent viscous damping for linked column steel frame structures
|
Mohebkhah, A.
|
|
|
179 |
C |
p.
|
artikel
|
| 18 |
Evaluation of the slotted-hidden-gap (SHG) connection for square HSS brace members
|
Afifi, Mohamed
|
|
|
179 |
C |
p.
|
artikel
|
| 19 |
Experimental and numerical investigations of circular recycled aggregate concrete-filled stainless steel tube columns
|
He, An
|
|
|
179 |
C |
p.
|
artikel
|
| 20 |
Experimental investigation and numerical simulation on welding residual stress of innovative double-side welded rib-to-deck joints of orthotropic steel decks
|
Zhang, Qing-hua
|
|
|
179 |
C |
p.
|
artikel
|
| 21 |
Experimental investigation into flexural buckling of double-limb built-up plate members under compression
|
Ge, Hui-Bin
|
|
|
179 |
C |
p.
|
artikel
|
| 22 |
Experiments on dynamic mechanical properties of austenitic stainless steel S30408 and S31608
|
Jia, Shaogang
|
|
|
179 |
C |
p.
|
artikel
|
| 23 |
Fatigue probability model for AWJ-cut steel including surface roughness and residual stress
|
Hultgren, Gustav
|
|
|
179 |
C |
p.
|
artikel
|
| 24 |
Fatigue strength of longitudinal load-carrying welds in beams made of ultra-high-strength steel
|
Skriko, Tuomas
|
|
|
179 |
C |
p.
|
artikel
|
| 25 |
Finite element analysis of the shear capacity of stainless-steel blind-rivet connections
|
Zhao, Jun
|
|
|
179 |
C |
p.
|
artikel
|
| 26 |
Finite element modelling and proposed design rules of stainless steel hybrid tubular joints with square braces and circular chord
|
Feng, Ran
|
|
|
179 |
C |
p.
|
artikel
|
| 27 |
Global buckling capacity of cold-rolled aluminium alloy channel section beams
|
Pham, Ngoc Hieu
|
|
|
179 |
C |
p.
|
artikel
|
| 28 |
High strength steel square and rectangular tubular stub columns infilled with concrete
|
Cai, Yancheng
|
|
|
179 |
C |
p.
|
artikel
|
| 29 |
Hot spot stress investigation on rib-to-deck-to-floor beam connections in UHPC reinforced OSDs
|
Cheng, Bin
|
|
|
179 |
C |
p.
|
artikel
|
| 30 |
Influence of board joint configurations on the fire performance of CFS walls
|
Chen, Wei
|
|
|
179 |
C |
p.
|
artikel
|
| 31 |
Investigation of the seismic behaviours of three-dimensional high-rise steel frame structures equipped with oil dampers with variable stiffness
|
Zhang, Huidong
|
|
|
179 |
C |
p.
|
artikel
|
| 32 |
Investigations on shear capacity of steel plates with local opening
|
Zhao, Zhongwei
|
|
|
179 |
C |
p.
|
artikel
|
| 33 |
Lateral-torsional deformations of single-span and two-span thin-walled beams with continuous bracing
|
Plaut, Raymond H.
|
|
|
179 |
C |
p.
|
artikel
|
| 34 |
Mechanical performance of sustainable modular prefabricated composite shear panels under cyclic loading
|
Wang, Dayang
|
|
|
179 |
C |
p.
|
artikel
|
| 35 |
Numerically efficient analysis of concrete-filled steel tubular columns under lateral impact loading
|
Kang, Lijing
|
|
|
179 |
C |
p.
|
artikel
|
| 36 |
Numerical modeling of rectangular concrete-filled double-skin steel tubular columns with outer stainless-steel skin
|
Le, Tuan Trung
|
|
|
179 |
C |
p.
|
artikel
|
| 37 |
Parametric study of innovative bolted shear connectors using 3D finite element modelling
|
Hosseini, Seyedeh Maryam
|
|
|
179 |
C |
p.
|
artikel
|
| 38 |
Progressive collapse risk of 2D and 3D steel-frame assemblies having shear connections
|
Elsanadedy, Hussein
|
|
|
179 |
C |
p.
|
artikel
|
| 39 |
Revision of fatigue detail categories of plain members and mechanically fastened joints according to EC3-1-9
|
Bartsch, Helen
|
|
|
179 |
C |
p.
|
artikel
|
| 40 |
Seismic behavior of thin-walled square CFST columns with diagonal rib/circular liner stiffeners
|
Liu, Jiepeng
|
|
|
179 |
C |
p.
|
artikel
|
| 41 |
Seismic behaviour of novel concrete-filled composite plate shear walls with boundary columns
|
Yan, Jia-Bao
|
|
|
179 |
C |
p.
|
artikel
|
| 42 |
Seismic design and performance evaluation of low-rise steel buildings with self-centering energy-absorbing dual rocking core systems under far-field and near-fault ground motions
|
Hu, Shuling
|
|
|
179 |
C |
p.
|
artikel
|
| 43 |
Seismic response comparison of steel MRFs with yielding and low-damage connections
|
Steneker, Paul
|
|
|
179 |
C |
p.
|
artikel
|
| 44 |
Testing of bolted base connections for wide-flange columns under combined axial compression and weak-axis lateral forces
|
Hou, Hetao
|
|
|
179 |
C |
p.
|
artikel
|
| 45 |
The influence of imperfections in the critical temperature of I-section steel members
|
Couto, C.
|
|
|
179 |
C |
p.
|
artikel
|
| 46 |
Theoretical evaluation method for the progressive collapse resistance of steel frame buildings
|
Wang, Junjie
|
|
|
179 |
C |
p.
|
artikel
|
| 47 |
The ultimate shear capacity of longitudinally stiffened steel-concrete composite plate girders
|
Dehghani, Ayoub
|
|
|
179 |
C |
p.
|
artikel
|
| 48 |
Ultimate shear resistance of S600E high-strength stainless steel plate girders
|
Xue, Xuan Yi
|
|
|
179 |
C |
p.
|
artikel
|
| 49 |
Web crippling of cold-formed carbon steel, stainless steel, and aluminium channels: Investigation and design
|
McIntosh, Alex
|
|
|
179 |
C |
p.
|
artikel
|
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