|
analysis-oriented model |
3 |
|
cfst columns |
3 |
|
composite column |
3 |
|
compressive behavior |
3 |
|
compressive behaviour |
3 |
|
confinement |
3 |
|
cross-section resistance |
3 |
|
cyclic compression |
3 |
|
cyclic load-strain model |
3 |
|
cyclic load–strain model |
3 |
|
cyclic stress-strain model |
3 |
|
design-oriented model |
3 |
|
double tube |
3 |
|
ductility |
3 |
|
engineered cementitious composite (ecc) |
3 |
|
engineered cementitious composites (ecc) |
3 |
|
fiber-reinforced polymer (frp) |
3 |
|
fiber-reinforced polymer-engineered cementitious composites-high strength concrete (frp-ecc-hsc) composite column |
3 |
|
fibre-reinforced polymer (frp) |
3 |
|
finite element model |
3 |
|
frp-ecc-hsc |
3 |
|
frp–concrete |
3 |
|
high strength steel |
3 |
|
hoop strain |
3 |
|
hoop strain distribution |
3 |
|
load capacity |
3 |
|
local buckling |
3 |
|
mechanical analysis |
3 |
|
non-uniform confinement |
3 |
|
pultruded gfrp |
3 |
|
semi-circular stiffeners |
3 |
|
square hollow sections |
3 |
|
stiffeners |
3 |
|
stub column |
3 |
|
ultimate axial strain |
3 |
|
demountable continuous shear connector |
2 |
|
design approaches |
2 |
|
elemental shear test |
2 |
|
hexagonal hollow section stub columns |
2 |
|
local buckling behaviour |
2 |
|
numerical modelling |
2 |
|
reusability |
2 |
|
ultimate shear capacity |
2 |
|
aluminium alloy |
1 |
|
artificial neural network |
1 |
|
boosting algorithm |
1 |
|
connection shear behaviour |
1 |
|
cyclic void growth model |
1 |
|
demountable interlocking shear connection |
1 |
|
design approach |
1 |
|
design for deconstruction and reuse |
1 |
|
design recommendations |
1 |
|
ductile fracture |
1 |
|
dynamic response |
1 |
|
elliptical hollow section |
1 |
|
experiment |
1 |
|
finite element analysis |
1 |
|
flexural behavior |
1 |
|
fracture propagation simulation |
1 |
|
g20mn5qt cast steel |
1 |
|
impact test |
1 |
|
low temperature |
1 |
|
machine learning |
1 |
|
material properties |
1 |
|
mechanical properties |
1 |
|
micromechanical fracture model |
1 |
|
micromechanical fracture models |
1 |
|
numerical analysis |
1 |
|
post-fire mechanical property |
1 |
|
precast slab |
1 |
|
random forest regressor |
1 |
|
residual stress |
1 |
|
sc wall-to-foundation connection |
1 |
|
steel-concrete-steel |
1 |
|
support vector regressor |
1 |
|
ultra-low cycle fatigue loading |
1 |
|
void growth model |
1 |
|
web crippling |
1 |
|
welded i-section beam |
1 |
