|
alkali-activated slag |
3 |
|
corrosion propagation |
3 |
|
expansive agent |
3 |
|
fly ash |
3 |
|
linear polarization resistance |
3 |
|
mechanical properties |
3 |
|
mercury intrusion porosimetry |
3 |
|
metakaolin |
3 |
|
numerical simulation |
3 |
|
residual compressive strength |
3 |
|
self-prestressing |
3 |
|
steel fibre |
3 |
|
wind turbine |
3 |
|
x-ray diffractometry |
3 |
|
additive manufacturing (am) |
2 |
|
ale-vms |
2 |
|
ann yawed wake model |
2 |
|
automl epinn (aepinn) |
2 |
|
bayesian ml algorithm |
2 |
|
bayesian-optimization tree-structured parzen estimator |
2 |
|
conditional generative adversarial network (cgan) |
2 |
|
deployable structure |
2 |
|
double-layer ml control framework |
2 |
|
dynamic wake meandering (dwm) |
2 |
|
exact dirichlet boundary pinn (epinn) |
2 |
|
fsi |
2 |
|
generative deep learning |
2 |
|
grid shell |
2 |
|
hierarchical temporal aggregation |
2 |
|
iga |
2 |
|
impact load |
2 |
|
isogeometric analysis |
2 |
|
machine learning |
2 |
|
microstructure |
2 |
|
nanomaterials |
2 |
|
origami |
2 |
|
perturbation method |
2 |
|
physics-informed neural network (pinn) |
2 |
|
random vibration |
2 |
|
retractable roof |
2 |
|
row-based cooperative control scheme |
2 |
|
saddle membrane structure |
2 |
|
solid mechanics |
2 |
|
topology optimization |
2 |
|
topology optimization (to) |
2 |
|
unfolding |
2 |
|
wake model |
2 |
|
wind distribution |
2 |
|
wind farm layout |
2 |
|
wind farm wake modeling |
2 |
|
wind turbine wake |
2 |
|
2d digital image correlation (2d-dic) |
1 |
|
2d/3d digital image correlation (2d/3d-dic) |
1 |
|
3d concrete printing |
1 |
|
3d digital image correlation (3d-dic) |
1 |
|
3d elasticity |
1 |
|
3d elastostatics |
1 |
|
acoustic scattering |
1 |
|
acoustic transmission loss |
1 |
|
actuator line method |
1 |
|
additive manufacturing |
1 |
|
adm-r (actuator-disk model with rotation) |
1 |
|
aerodynamic characteristics |
1 |
|
aerodynamic instability |
1 |
|
allowable power tradeoff |
1 |
|
ann-based power prediction framework |
1 |
|
arch bridges |
1 |
|
arches |
1 |
|
artificial neural network (ann) |
1 |
|
artificial neural networks |
1 |
|
beam–column connection |
1 |
|
bending strip method |
1 |
|
bi-directional evolutionary structural optimization |
1 |
|
bifurcation |
1 |
|
bistable struts |
1 |
|
blade optimization |
1 |
|
bone tissue regeneration |
1 |
|
boundary element method |
1 |
|
buckling |
1 |
|
cable loss |
1 |
|
cable structures |
1 |
|
cable-strut structures |
1 |
|
carbon emission |
1 |
|
cement-based materials |
1 |
|
chloride-induced corrosion |
1 |
|
circular concrete-filled steel tube column |
1 |
|
closed-form solution |
1 |
|
coal gangue |
1 |
|
column-to-foundation connection |
1 |
|
composite harvester |
1 |
|
composite materials |
1 |
|
composite membrane |
1 |
|
composite membrane structures |
1 |
|
composites |
1 |
|
compressive behaviour |
1 |
|
computational mechanics |
1 |
|
concrete |
1 |
|
concrete-filled double skin steel tubes (cfdst) |
1 |
|
continuum damage modeling |
1 |
|
corner/edge problems |
1 |
|
corrosion initiation |
1 |
|
cover cracking |
1 |
|
crack propagation |
1 |
|
critical wind velocity |
1 |
|
curing conditions |
1 |
|
cx-100 blade |
1 |
|
cyclic load |
1 |
|
cyclic test |
1 |
|
cylinder |
1 |
|
data-driven modeling |
1 |
|
dddas |
1 |
|
deep learning |
1 |
|
deflection (structures) |
1 |
|
deployable cylinder |
1 |
|
deployment |
1 |
|
design method |
1 |
|
development prospects |
1 |
|
digital twin |
1 |
|
double-layer machine learning framework |
1 |
|
double-stage optimization scheme |
1 |
|
dycors algorithm |
1 |
|
dynamic analysis |
1 |
|
dynamic response |
1 |
|
dynamic similarity |
1 |
|
dynamic time history analysis |
1 |
|
dynamic wake meandering model (dwm) |
1 |
|
dynamic wind farm control framework |
1 |
|
eco-friendliness |
1 |
|
eigenvalue analysis |
1 |
|
elasticity |
1 |
|
elasto-plastic |
1 |
|
embedded piezoelectric stacks |
1 |
|
energy efficiency |
1 |
|
energy harvesting |
1 |
|
energy method |
1 |
|
euler-bernoulli beams |
1 |
|
exact theory of linear piezoelectricity |
1 |
|
experiment |
1 |
|
experimental programme |
1 |
|
failure load |
1 |
|
fast multipole method |
1 |
|
fatigue analysis |
1 |
|
fatigue damage |
1 |
|
fatigue life assessment |
1 |
|
fiber waviness |
1 |
|
finite element |
1 |
|
flexible model |
1 |
|
floating offshore wind turbines |
1 |
|
fluid and structure interactions |
1 |
|
fluid-structure interaction |
1 |
|
foldable bar structure |
1 |
|
foldable structures |
1 |
|
form-finding |
1 |
|
fracture mechanics |
1 |
|
free-surface flow |
1 |
|
functionally graded piezoelectric |
1 |
|
fundamental frequency |
1 |
|
galerkin methods |
1 |
|
geometric nonlinearity |
1 |
|
geometry |
1 |
|
geopolymer |
1 |
|
geopolymers |
1 |
|
gpls-fgp plate |
1 |
|
gradient descent algorithm |
1 |
|
grain size |
1 |
|
graphene |
1 |
|
graphene oxide |
1 |
|
graphics processing unit |
1 |
|
green mortar |
1 |
|
grouping |
1 |
|
grouted steel sleeve |
1 |
|
hail impact |
1 |
|
hailstone |
1 |
|
high compression ratio |
1 |
|
high hollow ratio |
1 |
|
high-strength mold steel |
1 |
|
high-strength steel |
1 |
|
horizontal axis wind turbine |
1 |
|
horizontal-axis tidal-stream turbines (hatts) |
1 |
|
hurst exponent |
1 |
|
hybrid structure |
1 |
|
hydro energy |
1 |
|
impact loading |
1 |
|
intelligent control scheme |
1 |
|
isogeometric analysis (iga) |
1 |
|
jc method |
1 |
|
kapton |
1 |
|
kinematic analysis |
1 |
|
kinematic equations |
1 |
|
kinematics |
1 |
|
kirchhoff-love shells |
1 |
|
kirchhofflove shells |
1 |
|
laminated composites |
1 |
|
large eddy simulation |
1 |
|
layout optimization |
1 |
|
les-alm |
1 |
|
level set function |
1 |
|
level-set redistancing |
1 |
|
level-skip m2l |
1 |
|
lifetime extension |
1 |
|
limit curve method |
1 |
|
limit slope angle |
1 |
|
limit state |
1 |
|
linkage |
1 |
|
linkages |
1 |
|
manufactured sand concrete |
1 |
|
mechanical behavior |
1 |
|
mechanical property |
1 |
|
membrane |
1 |
|
membrane structure |
1 |
|
membrane structures |
1 |
|
mesh moving |
1 |
|
micon 65/13m wind turbine |
1 |
|
miura-ori |
1 |
|
mixed boundary elements |
1 |
|
modification mechanism |
1 |
|
motion |
1 |
|
motion paths |
1 |
|
multi-mode |
1 |
|
multi-objective cooperative control |
1 |
|
multiple wind turbines |
1 |
|
multiple-objective optimization |
1 |
|
multiscale modeling |
1 |
|
nano-silica-modified concrete |
1 |
|
nonlinear vibration |
1 |
|
nonlinearity |
1 |
|
nonmatching interface discretization |
1 |
|
northwest pacific |
1 |
|
nozzle thickness |
1 |
|
numerical analysis |
1 |
|
nurbs |
1 |
|
nurbs filter |
1 |
|
offshore wind farm |
1 |
|
offshore wind turbine |
1 |
|
onshore wind turbine tower |
1 |
|
orthogonal test |
1 |
|
orthotropic membrane |
1 |
|
orthotropy |
1 |
|
parallel computing |
1 |
|
parametric analysis |
1 |
|
pareto frontier |
1 |
|
paste substitution method |
1 |
|
piv measurements |
1 |
|
point cloud |
1 |
|
porosity |
1 |
|
post-earthquake fire |
1 |
|
pre-stress level |
1 |
|
precast concrete |
1 |
|
precipitation forecast |
1 |
|
pressure loading |
1 |
|
prestress |
1 |
|
printing orientation |
1 |
|
rainfall load |
1 |
|
rayleigh-ritz method |
1 |
|
reconstruction model |
1 |
|
recycled aggregate |
1 |
|
recycled concrete |
1 |
|
reliability index |
1 |
|
response spectrum analysis |
1 |
|
revised floridyn model |
1 |
|
rigid foldability |
1 |
|
rotation-free discretization |
1 |
|
rotor-tower interaction |
1 |
|
rrainfall load |
1 |
|
saddle membrane |
1 |
|
scaled wind turbine |
1 |
|
scissor like element |
1 |
|
scissor-like element |
1 |
|
screw theory |
1 |
|
seismic behavior |
1 |
|
seismic response |
1 |
|
service life |
1 |
|
sf |
1 |
|
single vertex origami pattern |
1 |
|
sliding interface |
1 |
|
slope optimization design |
1 |
|
solar radiation |
1 |
|
solid isotropic material with penalization method (simp) |
1 |
|
space membrane |
1 |
|
special design issues |
1 |
|
speed and direction variability |
1 |
|
stability |
1 |
|
stainless steel |
1 |
|
static behavior |
1 |
|
statistical parameter |
1 |
|
steam curing |
1 |
|
steel-concrete hybrid structure |
1 |
|
stiffness |
1 |
|
stochastic response |
1 |
|
strong-joint and weak-component mechanism |
1 |
|
structural microenvironmental cues |
1 |
|
surface topography |
1 |
|
synergistic effect |
1 |
|
tapered column |
1 |
|
temperature field |
1 |
|
tensegrity |
1 |
|
tension relaxation |
1 |
|
test |
1 |
|
thin shells |
1 |
|
tidal energy |
1 |
|
tree leaf |
1 |
|
trimmed element |
1 |
|
tropical cyclone |
1 |
|
turbulence |
1 |
|
typhoon |
1 |
|
typhoon wind field |
1 |
|
u-net |
1 |
|
ultimate strength |
1 |
|
ultra-high performance concrete |
1 |
|
ultra-high performance strain-hardening cementitious composites (uhp-shcc) |
1 |
|
umbrella membrane structure |
1 |
|
upstream flow conditions |
1 |
|
variable geometry trusses |
1 |
|
vertical axis wind turbine |
1 |
|
wake |
1 |
|
wake characteristics |
1 |
|
wake superposition model |
1 |
|
waste concrete recycled powder (wcrp) |
1 |
|
waste recycling |
1 |
|
wave forecast |
1 |
|
wave height prediction |
1 |
|
wave spectrum |
1 |
|
wave theory |
1 |
|
wave-structure interaction |
1 |
|
wind farm layout optimization |
1 |
|
wind farm sequential optimization |
1 |
|
wind resource distribution |
1 |
|
wind tunnel experiment |
1 |
|
wind tunnel test |
1 |
|
wind tunnel tests |
1 |
|
wind turbine blade |
1 |
|
wind turbine support towers |
1 |
|
wind-induced dynamic response |
1 |
|
wind-induced response |
1 |
|
winkler-pasternak elastic foundation |
1 |
|
wrinkle |
1 |
|
x-flow |
1 |
|
x-joint and t-joint |
1 |
|
yaw angle |
1 |
|
yaw update interval |
1 |
|
yaw wake model |
1 |
