|
finite element |
3 |
|
biaxial constitutive model |
2 |
|
constitutive model |
2 |
|
crack |
2 |
|
crack width |
2 |
|
finite element analysis |
2 |
|
nonlinear finite element |
2 |
|
reinforced concrete |
2 |
|
seismic behavior |
2 |
|
shear strength |
2 |
|
active isolation test |
1 |
|
analytical modeling |
1 |
|
average crack spacing |
1 |
|
axial compression ratio |
1 |
|
axial tension bearing capacity |
1 |
|
axial tension ratio |
1 |
|
beam theory |
1 |
|
bearing capacity |
1 |
|
bending-torsion combination |
1 |
|
bi-directional composite |
1 |
|
biaxial sc material model |
1 |
|
bonding interface |
1 |
|
boundary conditions |
1 |
|
boundary element |
1 |
|
bracing |
1 |
|
bridge column |
1 |
|
bridge deck slab |
1 |
|
bridge tower |
1 |
|
carbon nanofiber aggregates |
1 |
|
carbon nanofibers |
1 |
|
cohesive element |
1 |
|
composite beam |
1 |
|
composite box girder deck |
1 |
|
composite construction |
1 |
|
composite plate shear wall (cpsw) |
1 |
|
composite plate shear wall-concrete encased |
1 |
|
composite plate shear walls (cpsw) |
1 |
|
composite shear wall with double steel plates and filled concrete |
1 |
|
composite steel plate concrete |
1 |
|
composite steel plate concrete (sc) |
1 |
|
composite structure |
1 |
|
composite transfer |
1 |
|
compressive membrane action |
1 |
|
computer vision |
1 |
|
concrete model |
1 |
|
concrete strength variation |
1 |
|
confine-stiffening |
1 |
|
confine-strengthening |
1 |
|
convolutional neural network |
1 |
|
cost-benefit analysis |
1 |
|
creep |
1 |
|
cross beam |
1 |
|
curved composite beam |
1 |
|
curved composite girder |
1 |
|
cyclic behaviour |
1 |
|
damage model |
1 |
|
decoupling assumption |
1 |
|
deep learning |
1 |
|
deformable interior cross-frames |
1 |
|
design |
1 |
|
design formulas |
1 |
|
design method |
1 |
|
distortion |
1 |
|
distortion control |
1 |
|
drilled shaft |
1 |
|
earthquake |
1 |
|
eccentrically braced composite frame |
1 |
|
edge extension length |
1 |
|
elasto-plastic finite element analysis |
1 |
|
elasto-plastic model |
1 |
|
electrical impedance variation |
1 |
|
electrical properties |
1 |
|
electrical response |
1 |
|
encoder–decoder |
1 |
|
energy dissipation capacity |
1 |
|
engineered cementitious composite (ecc) |
1 |
|
engineered cementitious composites |
1 |
|
evacuation distance |
1 |
|
exact dirichlet boundary pinn (epinn) |
1 |
|
excitation direction |
1 |
|
excitation frequency |
1 |
|
exciting frequency |
1 |
|
experimental research |
1 |
|
experimental study |
1 |
|
failure mechanisms |
1 |
|
fiber beam-column element |
1 |
|
field test |
1 |
|
finite element method |
1 |
|
finite element method (fem) |
1 |
|
finite element model |
1 |
|
finite element simulation |
1 |
|
finite-element (fe) simulation |
1 |
|
finite-element model |
1 |
|
fixed crack |
1 |
|
fixed-angle crack model |
1 |
|
flexural capacity |
1 |
|
force transfer mechanism |
1 |
|
fractal cracking |
1 |
|
fracture |
1 |
|
fracture energy |
1 |
|
frequency band gap |
1 |
|
frequency response |
1 |
|
frequency response function |
1 |
|
frequency spectrum, structural health monitoring |
1 |
|
fréchet distance |
1 |
|
glass curtain |
1 |
|
high-performance composite structure |
1 |
|
high-rise building |
1 |
|
hydraulic mobile shaker |
1 |
|
infinite boundary |
1 |
|
interface slip |
1 |
|
internal force transfer |
1 |
|
inverted-t bridge cap |
1 |
|
inverted-t bridge caps (itbcs) |
1 |
|
large-scale structure |
1 |
|
lateral restraint eccentricity |
1 |
|
loading orientation |
1 |
|
long-span bridges |
1 |
|
long-term memory |
1 |
|
low yield point steel |
1 |
|
low-yield-point steel |
1 |
|
macroscopic constitutive model of concrete |
1 |
|
mechanical testing |
1 |
|
medium and high shear span ratio |
1 |
|
membrane model formulation of sc (mm-sc) |
1 |
|
membrane model of sc (mm-sc) |
1 |
|
mesh sensitivity |
1 |
|
meshless finite difference (mfd) |
1 |
|
metamaterial |
1 |
|
microplane model |
1 |
|
microstructure |
1 |
|
microtomography |
1 |
|
multiple indices |
1 |
|
non-contact splice |
1 |
|
nonlinear analysis |
1 |
|
nonlinear model updating |
1 |
|
opensees |
1 |
|
optimization algorithm |
1 |
|
overstrength factor |
1 |
|
parallel orientation |
1 |
|
parametric study |
1 |
|
passive wave isolation |
1 |
|
peeling failure |
1 |
|
periodic barrier |
1 |
|
periodic barriers |
1 |
|
periodic foundation |
1 |
|
physics-informed machine learning (piml) |
1 |
|
physics-informed neural network (pinn) |
1 |
|
principle of least work |
1 |
|
quasi-static test |
1 |
|
rc shear wall |
1 |
|
rebar model |
1 |
|
reduction ratio |
1 |
|
reinforced concrete (rc) |
1 |
|
reinforced concrete beam |
1 |
|
restrained torsion and distortion effects |
1 |
|
reynolds number |
1 |
|
rotational restraint stiffness |
1 |
|
scanning electronic microscopy (sem) |
1 |
|
second-order matrix structural analysis |
1 |
|
secondary disaster |
1 |
|
seismic behaviour |
1 |
|
semantic segmentation |
1 |
|
sensitivity |
1 |
|
shake truck |
1 |
|
shaker |
1 |
|
shear capacity |
1 |
|
shear compression |
1 |
|
shear displacement |
1 |
|
shear failure |
1 |
|
shear lag effect |
1 |
|
shear link |
1 |
|
shear reinforcement |
1 |
|
shear resistance |
1 |
|
shear stud |
1 |
|
shear wall |
1 |
|
shell element |
1 |
|
shrinkage |
1 |
|
simplified design formula |
1 |
|
size effect |
1 |
|
skew bridge |
1 |
|
skew reinforcement arrangement |
1 |
|
skewed bridge |
1 |
|
skewed inverted-t bent cap |
1 |
|
slot width |
1 |
|
smart materials |
1 |
|
specimen test |
1 |
|
splice length |
1 |
|
splice spacing |
1 |
|
square concrete filled tubes |
1 |
|
stability stiffness matrix |
1 |
|
stainless steel clad plate |
1 |
|
static coefficients |
1 |
|
static loading test |
1 |
|
steel fiber reinforced concrete |
1 |
|
steel plate composite shear wall |
1 |
|
steel plate concrete |
1 |
|
steel plate concrete composite (sc) |
1 |
|
steel plate concrete composite shear wall |
1 |
|
steel plate concrete composite strengthen |
1 |
|
steel plate reinforced concrete shear wall |
1 |
|
steel plate shear strengthening |
1 |
|
steel-concrete composite box girder |
1 |
|
steel-concrete composite frame |
1 |
|
steel-concrete composite trapezoidal box girder with cantilever overhangs |
1 |
|
steel-plate shear strengthening |
1 |
|
steel-plated concrete composite technique |
1 |
|
steel–concrete–steel (scs) |
1 |
|
stiffness and strength behaviors |
1 |
|
strain hardening |
1 |
|
strength capacity |
1 |
|
stress–strain-electrical response |
1 |
|
structural health monitoring |
1 |
|
stud connector |
1 |
|
t-rex shaker |
1 |
|
temporal convolutional network |
1 |
|
tension confinement |
1 |
|
tension softening |
1 |
|
tension stiffening |
1 |
|
tension-bending |
1 |
|
tension-bending-shear |
1 |
|
tensor decomposition |
1 |
|
tie bar |
1 |
|
torsion |
1 |
|
torsion failure |
1 |
|
tsinghua university concrete three-dimensional (thuc3) |
1 |
|
turbulence intensity |
1 |
|
ultra-high performance concrete beam |
1 |
|
ultra-high-performance carbon nanofiber aggregates |
1 |
|
ultra-high-performance concrete (uhpc) |
1 |
|
ultrahigh-performance concrete |
1 |
|
uplift-restricted and slip-permitted connectors |
1 |
|
uplift-restricted and slip-permitted screw-type (ursp-s) connector |
1 |
|
uplift-restricted slip-permitted connector |
1 |
|
user subroutine |
1 |
|
validation |
1 |
|
vertical shear link |
1 |
|
vibration isolation |
1 |
|
viscoelastic boundary |
1 |
|
workability |
1 |
