nr |
titel |
auteur |
tijdschrift |
jaar |
jaarg. |
afl. |
pagina('s) |
type |
1 |
A CDM-based constitutive model for structural steel considering ULCF damage accumulation
|
Cheng, Cheng |
|
|
232 |
C |
p. |
artikel |
2 |
Amplification of peak floor acceleration in recentering MDOF systems and its consideration in seismic design
|
Li, Junlin |
|
|
232 |
C |
p. |
artikel |
3 |
Approximate formula for local buckling in thin-walled channels bent about the asymmetrical axis
|
Vu, Huy Hoang |
|
|
232 |
C |
p. |
artikel |
4 |
A structural steel fire design approach by GMNIA with strain limits
|
Murtaza, Hasan |
|
|
232 |
C |
p. |
artikel |
5 |
A unified design equation to estimate the axial compressive strength of circular concrete-filled steel tube columns with embedded circular FRP tubes
|
Yan, Jie |
|
|
232 |
C |
p. |
artikel |
6 |
Axial compressive behaviours of concrete-filled aluminium tubular stub columns at low temperatures
|
Yan, Jia-Bao |
|
|
232 |
C |
p. |
artikel |
7 |
Behaviour of CHS X-joints stiffened with external in-plane stiffeners and design equations
|
Lyu, Jiafeng |
|
|
232 |
C |
p. |
artikel |
8 |
Component-based method on rotational stiffness of novel double C-shaped end-plate connections
|
Zhang, Yujia |
|
|
232 |
C |
p. |
artikel |
9 |
Compression-bending-torsion bearing performance of CFST jacket foundation for offshore wind turbines
|
Liu, Yu-Sen |
|
|
232 |
C |
p. |
artikel |
10 |
Ductility behaviour and axial compression ratio limit of high-strength concrete-encased CFST columns
|
Ke, Xiao-jun |
|
|
232 |
C |
p. |
artikel |
11 |
Editorial Board
|
|
|
|
232 |
C |
p. |
artikel |
12 |
Equivalent finite-difference model for fire-protected H-shaped steel columns under four-sided fire exposure
|
Chen, Wei |
|
|
232 |
C |
p. |
artikel |
13 |
Experimental and numerical analysis of large-diameter spiral welded steel tubes under axial-compression
|
Wu, Sheng-Yu |
|
|
232 |
C |
p. |
artikel |
14 |
Experimental and numerical study into seismic performance of novel cable-stiffened latticed shells
|
Li, Pengcheng |
|
|
232 |
C |
p. |
artikel |
15 |
Experimental cyclic behaviour and constitutive modelling of A380 cast aluminium alloy
|
Lu, Huan |
|
|
232 |
C |
p. |
artikel |
16 |
Experimental investigations into a novel self-centering slip-friction damper as wall-to-floor connections
|
Wang, Zhen |
|
|
232 |
C |
p. |
artikel |
17 |
Experimental study on the strength of Fe-SMA to Q355 structural steel fillet welds
|
Li, Yan-Wen |
|
|
232 |
C |
p. |
artikel |
18 |
Fatigue performance of corroded Q690D high-strength steel cruciform joints
|
Guo, Hongchao |
|
|
232 |
C |
p. |
artikel |
19 |
Flexural and shear behaviour of concrete-filled weathering steel tubular flange girders with local corrosion: Tests and numerical analysis
|
Zhang, Yu |
|
|
232 |
C |
p. |
artikel |
20 |
Fractography of Haynes 282 alloy manufactured by DMLS after tensile and HCF
|
Macek, Wojciech |
|
|
232 |
C |
p. |
artikel |
21 |
Hysteretic behaviour of steel-reinforced concrete-filled rectangular stainless steel tubular specimens
|
Wang, Zhi-Bin |
|
|
232 |
C |
p. |
artikel |
22 |
Impact of reinforcement on performance of reinforced and recycled aggregate concrete-filled square steel tube columns under eccentric load
|
Xiamuxi, Alifujiang |
|
|
232 |
C |
p. |
artikel |
23 |
Intelligent optimization and seismic fragility evaluation of large-span spatial steel structures
|
Yang, Xiangbing |
|
|
232 |
C |
p. |
artikel |
24 |
Interfacial load transfer mechanism at the column-cap joint of SRC bridge pylons
|
Wang, Haitao |
|
|
232 |
C |
p. |
artikel |
25 |
Investigation of mechanical performance of a replaceable continuous energy-dissipating metal damper
|
Xie, Kaiyi |
|
|
232 |
C |
p. |
artikel |
26 |
Investigation of welded residual stress in EH690 high-strength steel butt joints
|
Shen, Xin-Kang |
|
|
232 |
C |
p. |
artikel |
27 |
Lateral impact performance of pitting corroded CFST columns with CFRP strengthening
|
Liao, Feiyu |
|
|
232 |
C |
p. |
artikel |
28 |
Local constitutive properties of bridge steel groove welding connection
|
Zhu, Aizhu |
|
|
232 |
C |
p. |
artikel |
29 |
Low-cycle fatigue fracture behavior and life prediction of 30CrMnSiA high-strength steel joint
|
Ma, S. |
|
|
232 |
C |
p. |
artikel |
30 |
Material degradation of Q620 hot-rolled thin-walled high-strength steel during full-range fire
|
Yang, Yue |
|
|
232 |
C |
p. |
artikel |
31 |
Nonlinear fluid viscous dampers for seismic vibration control of tall transmission towers on flat and sloped ground
|
Biswas, Riku |
|
|
232 |
C |
p. |
artikel |
32 |
Optimization design of semi-rigid steel frames based on energy damage index
|
Zheng, Yanjun |
|
|
232 |
C |
p. |
artikel |
33 |
Post-buckling properties of cold-formed steel thin-walled C-sections with improved-flanges of flexural rigidity
|
He, Ziqi |
|
|
232 |
C |
p. |
artikel |
34 |
Progressive collapse resistance of beam-column joints bolted by TSOBs
|
Hou, Gangling |
|
|
232 |
C |
p. |
artikel |
35 |
Research on design guidelines for steel beam-to-column connections with replaceable buckling-restrained fuse plates
|
Tian, Jinpeng |
|
|
232 |
C |
p. |
artikel |
36 |
Residual stresses in steel I-section beams strengthened by wire arc additive manufacturing
|
Yang, Jiachi |
|
|
232 |
C |
p. |
artikel |
37 |
Scaling of fire exposure time for geometrically similar I-beams based on moment capacity and stiffness
|
Jin, Liu |
|
|
232 |
C |
p. |
artikel |
38 |
Seismic performance of novel modular steel structural joint with shear key double-layer grouting connection
|
Bai, Jiulin |
|
|
232 |
C |
p. |
artikel |
39 |
Strength model for softened heat-affected zone of S700 butt-welded connections
|
Havula, Jarmo |
|
|
232 |
C |
p. |
artikel |
40 |
Stress intensity factor of double fatigue cracks at the rib-to-diaphragm connection in orthotropic steel decks
|
Luo, Yicheng |
|
|
232 |
C |
p. |
artikel |
41 |
Study on octagonal UHPCFDST stub columns subjected to concentric and eccentric compression
|
Alqawzai, Shagea |
|
|
232 |
C |
p. |
artikel |
42 |
Study on the overall stability of real fire under suspendome structures
|
Liu, Hongbo |
|
|
232 |
C |
p. |
artikel |