| nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
| 1 |
Accordion effect in bridge girders with corrugated webs
|
Inaam, Qazi
|
|
|
188 |
C |
p.
|
artikel
|
| 2 |
A novel residual stress model for welded I-sections
|
Schaper, Lukas
|
|
|
188 |
C |
p.
|
artikel
|
| 3 |
Axial compression behaviours of tubular sectioned C-shape continuous-supported steel walls in MSB
|
Khan, Kashan
|
|
|
188 |
C |
p.
|
artikel
|
| 4 |
Behaviour and design of eccentrically loaded CFST columns with high strength materials and slender sections
|
Nguyen, Tan-Trac
|
|
|
188 |
C |
p.
|
artikel
|
| 5 |
Behaviours of stiffened concrete-filled thin-walled square steel tubular stub columns after non-uniform fire exposure
|
Lyu, Xuetao
|
|
|
188 |
C |
p.
|
artikel
|
| 6 |
Cold-formed stainless steel SHS and RHS columns subjected to local-flexural interactive buckling
|
Zhou, Feng
|
|
|
188 |
C |
p.
|
artikel
|
| 7 |
Compressive and flexural behavior of prefabricated concrete-filled steel tubular columns with bolted splices
|
Yang, Yuxing
|
|
|
188 |
C |
p.
|
artikel
|
| 8 |
Cyclic behaviour of a novel torsional steel-tube damper
|
Lie, Wenchen
|
|
|
188 |
C |
p.
|
artikel
|
| 9 |
Design of direct-formed square and rectangular hollow section beams
|
Tayyebi, Kamran
|
|
|
188 |
C |
p.
|
artikel
|
| 10 |
Ductility improvement of adjustable pallet rack speed-lock connections: Experimental study
|
Bové, Oriol
|
|
|
188 |
C |
p.
|
artikel
|
| 11 |
Editorial Board
|
|
|
|
188 |
C |
p.
|
artikel
|
| 12 |
Effect of cross-sectional rigidity on intermediate diaphragm spacing of steel-box girder bridges
|
Lee, Jeonghwa
|
|
|
188 |
C |
p.
|
artikel
|
| 13 |
Elimination of intermediate stiffeners in box link beam using low yield point steel
|
Pesaran Behbahani, Danial
|
|
|
188 |
C |
p.
|
artikel
|
| 14 |
Experimental and numerical studies on a new type of bolt-ball joint for spatial grid structures
|
Yang, Dabin
|
|
|
188 |
C |
p.
|
artikel
|
| 15 |
Experimental and numerical study on compressive behavior of welded hollow spherical joints with external stiffeners
|
Xu, Xian
|
|
|
188 |
C |
p.
|
artikel
|
| 16 |
Experimental investigation of failure mechanism of grid structure with bolted spherical joints
|
Wang, Xingyu
|
|
|
188 |
C |
p.
|
artikel
|
| 17 |
Experimental investigation on fire resistance of sandwich composite walls with truss connectors
|
Du, Er-feng
|
|
|
188 |
C |
p.
|
artikel
|
| 18 |
Fire resistance of external LSF walls with corrugated steel cladding
|
Pancheti, Jashnav
|
|
|
188 |
C |
p.
|
artikel
|
| 19 |
Flexural behaviours of one-way steel-concrete-steel sandwich panels with novel hybrid connectors: Tests and analysis
|
Wang, Yonghui
|
|
|
188 |
C |
p.
|
artikel
|
| 20 |
Flexural buckling of stainless steel CHS columns: Reliability analysis utilizing FEM simulations
|
Jindra, Daniel
|
|
|
188 |
C |
p.
|
artikel
|
| 21 |
Improved shear design method of cold-formed steel clip angles
|
Zhang, Wenying
|
|
|
188 |
C |
p.
|
artikel
|
| 22 |
Improving anti-progressive collapse capacity of welded connection based on energy dissipation cover-plates
|
Meng, Bao
|
|
|
188 |
C |
p.
|
artikel
|
| 23 |
Influence of composite floor slab on seismic performance of steel plate shear walls
|
Verma, Abhishek
|
|
|
188 |
C |
p.
|
artikel
|
| 24 |
Influence of U-shaped stiffeners on the blast-resistance performance of steel plates
|
Gan, Lu
|
|
|
188 |
C |
p.
|
artikel
|
| 25 |
Investigating the redundancy of steel truss bridges composed of modular joints
|
Tumbeva, Mirela D.
|
|
|
188 |
C |
p.
|
artikel
|
| 26 |
Investigation of steel wire mechanical behavior and collaborative mechanism under high temperature
|
Sun, Guojun
|
|
|
188 |
C |
p.
|
artikel
|
| 27 |
Investigation of the tensile strain response of the girth weld of high-strength steel pipeline
|
Zhang, Yinhui
|
|
|
188 |
C |
p.
|
artikel
|
| 28 |
Large scale travelling fire tests with open ventilation conditions and their effect on the surrounding steel structure– The second fire test
|
Alam, Naveed
|
|
|
188 |
C |
p.
|
artikel
|
| 29 |
Mechanical behaviour and design of concrete-filled K and KK CHS connections
|
Song, Sha-Sha
|
|
|
188 |
C |
p.
|
artikel
|
| 30 |
Multi-objective optimization of a composite orthotropic bridge with RSM and NSGA-II algorithm
|
Xiang, Ze
|
|
|
188 |
C |
p.
|
artikel
|
| 31 |
Performance and strength calculation of CFST columns with localized pitting corrosion damage
|
Li, Gen
|
|
|
188 |
C |
p.
|
artikel
|
| 32 |
Performance-based seismic design method for retrofitting steel moment-resisting frames with self-centering energy-absorbing dual rocking core system
|
Hu, Shuling
|
|
|
188 |
C |
p.
|
artikel
|
| 33 |
Performance of reinforced concrete-filled steel tubular (RCFST) members subjected to transverse impact loading
|
Zhu, Yong
|
|
|
188 |
C |
p.
|
artikel
|
| 34 |
Progressive collapse analysis of a truss transmission tower-line system subjected to downburst loading
|
Zheng, Hua-Dong
|
|
|
188 |
C |
p.
|
artikel
|
| 35 |
Reliability assessment of connections with slip-critical bolts and fillet welds in combination
|
Khandel, Omid
|
|
|
188 |
C |
p.
|
artikel
|
| 36 |
Research on the multi-shear spring model for circular-section steel piers
|
Zhuge, Hanqing
|
|
|
188 |
C |
p.
|
artikel
|
| 37 |
Research on the specially-shaped corrugated steel plate shear walls with horizontal corrugation
|
Yu, Yujie
|
|
|
188 |
C |
p.
|
artikel
|
| 38 |
Residual shearing strength of fillet weld connections after exposure to elevated temperature
|
Chen, Yang-Yi
|
|
|
188 |
C |
p.
|
artikel
|
| 39 |
Retrofit of existing steel structures against progressive collapse through roof-truss
|
Freddi, Fabio
|
|
|
188 |
C |
p.
|
artikel
|
| 40 |
Seismic response of dual concentrically braced steel frames with various bracing configurations
|
Seker, Onur
|
|
|
188 |
C |
p.
|
artikel
|
| 41 |
Sensitivity analysis of Kiewitt-Lamella reticulated domes due to member loss
|
Zhang, Zubin
|
|
|
188 |
C |
p.
|
artikel
|
| 42 |
Shake table testing of perforated steel plate shear wall having light gauge bolted infill panels
|
Dowden, Daniel M.
|
|
|
188 |
C |
p.
|
artikel
|
| 43 |
Strength predictions of circular hollow section T-joints of steel grade 1100 MPa
|
Cai, Yancheng
|
|
|
188 |
C |
p.
|
artikel
|
| 44 |
Structural behaviour of isolated composite beam-slab system subject to elevated temperature
|
Liu, Junxian
|
|
|
188 |
C |
p.
|
artikel
|
| 45 |
Structural performance of geopolymer-concrete-filled steel tube members subjected to compression and bending
|
Fang, Han
|
|
|
188 |
C |
p.
|
artikel
|
| 46 |
The collapse margin ratio of steel frames considering the vertical component of earthquake ground motions
|
Hamidia, Mohammadjavad
|
|
|
188 |
C |
p.
|
artikel
|
| 47 |
Web crippling behaviour of slotted perforated cold-formed steel channels: IOF load case
|
Gatheeshgar, Perampalam
|
|
|
188 |
C |
p.
|
artikel
|
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