|
reinforced concrete |
8 |
|
strengthening |
8 |
|
ductility |
7 |
|
durability |
6 |
|
carbonation |
5 |
|
corrosion rate |
5 |
|
rc column |
5 |
|
curvature |
4 |
|
digital image correlation |
4 |
|
macrocell corrosion |
4 |
|
partial interaction |
4 |
|
plate |
4 |
|
alkali-activated slag |
3 |
|
axial load ratio |
3 |
|
beams |
3 |
|
bi-linear |
3 |
|
bolted side-plated beam |
3 |
|
bolts |
3 |
|
buildings |
3 |
|
circular economy |
3 |
|
composite |
3 |
|
concrete beams |
3 |
|
concrete bridges |
3 |
|
concrete structures |
3 |
|
corrosion propagation |
3 |
|
coupling beams |
3 |
|
curvature factor |
3 |
|
design procedure |
3 |
|
direct fastening |
3 |
|
electronic speckle pattern interferometry |
3 |
|
elevated temperature |
3 |
|
espi |
3 |
|
expansive agent |
3 |
|
fiber reinforced polymer (frp) |
3 |
|
finite element |
3 |
|
flexural stiffness |
3 |
|
flexural strength |
3 |
|
fly ash |
3 |
|
frp-reinforced concrete |
3 |
|
high strength concrete |
3 |
|
high-strength concrete |
3 |
|
linear polarization resistance |
3 |
|
literature review |
3 |
|
low-carbon concrete |
3 |
|
masonry |
3 |
|
mercury intrusion porosimetry |
3 |
|
metakaolin |
3 |
|
mortar |
3 |
|
nonlinear finite element analysis |
3 |
|
normal strength concrete |
3 |
|
plate buckling |
3 |
|
prefabricated modular construction |
3 |
|
rc columns |
3 |
|
rehabilitation |
3 |
|
reinforced concrete beam |
3 |
|
reinforced concrete beams |
3 |
|
reinforcement corrosion |
3 |
|
residual compressive strength |
3 |
|
seismic behavior |
3 |
|
self-prestressing |
3 |
|
shear wall |
3 |
|
slip |
3 |
|
steel fibre |
3 |
|
steel plate |
3 |
|
strain factor |
3 |
|
strength |
3 |
|
stress ratio |
3 |
|
structures & design design methods & aids mathematical modelling |
3 |
|
supplementary cementitious materials (scm) |
3 |
|
sustainability |
3 |
|
tension softening curve |
3 |
|
transverse slip |
3 |
|
ultra-lightweight concrete |
3 |
|
x-ray diffractometry |
3 |
|
2-layered specimens |
2 |
|
aggregate size |
2 |
|
ambient vibration |
2 |
|
analytical model |
2 |
|
automated guided vehicle (agv) |
2 |
|
axial load-carrying capacity |
2 |
|
b value |
2 |
|
beam |
2 |
|
beam-column |
2 |
|
bfrp bar |
2 |
|
bilinear softening law |
2 |
|
bolt connection |
2 |
|
bolt group |
2 |
|
bolt groups |
2 |
|
bolt slips |
2 |
|
bolted steel plate |
2 |
|
bond behavior |
2 |
|
bond strength model |
2 |
|
boundary effect |
2 |
|
building inspection |
2 |
|
ca/si ratio |
2 |
|
cable relaxation |
2 |
|
carbonated reinforced concrete |
2 |
|
centre of rotation |
2 |
|
chloride |
2 |
|
coefficient-based method |
2 |
|
cohesive crack model |
2 |
|
cohesive crack models |
2 |
|
collapse |
2 |
|
composite beam |
2 |
|
composite materials |
2 |
|
compressive strength |
2 |
|
concrete |
2 |
|
concrete carbonation |
2 |
|
concrete cover |
2 |
|
concrete creep |
2 |
|
concrete fracture |
2 |
|
concrete shrinkage |
2 |
|
concrete-filled steel tube |
2 |
|
confined masonry |
2 |
|
contact zone |
2 |
|
correction procedure |
2 |
|
corrosion |
2 |
|
corrosion initiation |
2 |
|
corrosion potential |
2 |
|
coupling |
2 |
|
coupling beam |
2 |
|
crack length |
2 |
|
crack opening |
2 |
|
crushed granite |
2 |
|
cutting-induced damage |
2 |
|
cyclic behaviour |
2 |
|
damping ratio |
2 |
|
deep beam |
2 |
|
deep coupling beams |
2 |
|
deep learning |
2 |
|
deformability |
2 |
|
deformation measurement |
2 |
|
degree of reinforcement |
2 |
|
design method |
2 |
|
design methods & aids |
2 |
|
design spectrum |
2 |
|
diffusion potential |
2 |
|
direct fastening steel jacket |
2 |
|
displacement |
2 |
|
displacement collocation |
2 |
|
dynamic energy release rate |
2 |
|
early corrosion propagation |
2 |
|
earthquake |
2 |
|
elastic |
2 |
|
electrochemical parameters |
2 |
|
electrochemical sensors |
2 |
|
energy dissipation |
2 |
|
energy ratio |
2 |
|
energy release rate |
2 |
|
extended finite element method |
2 |
|
finite element model |
2 |
|
fire |
2 |
|
flexural deformability |
2 |
|
fracture behaviors |
2 |
|
fracture mechanics. |
2 |
|
fracture process zone |
2 |
|
fracture properties |
2 |
|
fracture toughness |
2 |
|
fragility analysis |
2 |
|
frp bars |
2 |
|
functionally graded material (fgm) |
2 |
|
galvanostatic polarisation |
2 |
|
heated bar effect |
2 |
|
heated rebar effect |
2 |
|
high-strength steel |
2 |
|
humidity |
2 |
|
impact |
2 |
|
in-plane loading |
2 |
|
in-situ deformation modulus |
2 |
|
incremental harmonic balance method |
2 |
|
infill walls |
2 |
|
integrity |
2 |
|
inter-storey drift |
2 |
|
interface crack |
2 |
|
interfacial crack |
2 |
|
interfacial porosity |
2 |
|
interfacial transition zone |
2 |
|
j-integral |
2 |
|
kinematic hardening |
2 |
|
kirchhoff's plates |
2 |
|
limestone |
2 |
|
linear polarisation resistance |
2 |
|
local response |
2 |
|
longitudinal slip |
2 |
|
magneto-electro-elastic material |
2 |
|
magnetoelectroelastic material |
2 |
|
magnetoelectroelastic materials |
2 |
|
micro-vibration |
2 |
|
moderately reinforced concrete beam |
2 |
|
moment intensity factors |
2 |
|
moving loads |
2 |
|
natural frequency |
2 |
|
natural periods |
2 |
|
non-linear |
2 |
|
non-structural components |
2 |
|
non-uniform corrosion |
2 |
|
nonlinear analysis |
2 |
|
nonlinear finite element |
2 |
|
nonlinear site response |
2 |
|
nonlinear vibration |
2 |
|
object detection |
2 |
|
octagonal section |
2 |
|
optimization |
2 |
|
oscillating singularity |
2 |
|
partial-interaction |
2 |
|
piecewise linear |
2 |
|
plain concrete |
2 |
|
plastic |
2 |
|
polarization resistance method |
2 |
|
pre-fracture zone |
2 |
|
precambered steel plate |
2 |
|
precambered steel plates |
2 |
|
precast segments |
2 |
|
prestressing |
2 |
|
pulverized fuel ash |
2 |
|
rebar diameter |
2 |
|
rebar geometry |
2 |
|
rebar temperature |
2 |
|
reclamation & renovation |
2 |
|
reinforced concrete column |
2 |
|
reinforced concrete columns |
2 |
|
reinforced concrete structures |
2 |
|
reinforcing corrosion |
2 |
|
response spectrum |
2 |
|
response spectrum analysis |
2 |
|
reversed cyclic load |
2 |
|
rib effect |
2 |
|
rigid-body motions |
2 |
|
rotation capacity |
2 |
|
rust |
2 |
|
scanning electron microscopy |
2 |
|
seismic |
2 |
|
seismic demand |
2 |
|
seismic design |
2 |
|
seismic resistance |
2 |
|
seismic retrofitting |
2 |
|
semi-carbonation zone |
2 |
|
service life |
2 |
|
service life design |
2 |
|
shear capacity |
2 |
|
shear enhancement factor |
2 |
|
shear strength |
2 |
|
shear stress limit |
2 |
|
shear stud |
2 |
|
shear studs |
2 |
|
shear transfer |
2 |
|
shear walls |
2 |
|
short shear span |
2 |
|
single-step method |
2 |
|
slip strain |
2 |
|
soft storey |
2 |
|
spalling |
2 |
|
spectral acceleration |
2 |
|
spectral displacement |
2 |
|
steel jackets |
2 |
|
steel plates |
2 |
|
steel reinforced concrete |
2 |
|
steel–concrete interface |
2 |
|
stern geary equation |
2 |
|
strain errors |
2 |
|
strengthening design |
2 |
|
studs |
2 |
|
supplementary cementitious material |
2 |
|
supplementary cementitious materials |
2 |
|
surface condition |
2 |
|
tie-system |
2 |
|
time-dependent behaviour |
2 |
|
transfer structure |
2 |
|
transverse partial interaction |
2 |
|
transverse shear transfer |
2 |
|
uhpc |
2 |
|
ultra-high-performance concrete |
2 |
|
water-to-cement ratio |
2 |
|
wind |
2 |
|
wind resistance |
2 |
|
x-ray diffraction |
2 |
|
yolov5 |
2 |
|
3-d stress field |
1 |
|
a. steel reinforced concrete |
1 |
|
acoustic properties |
1 |
|
adaptive random mutation |
1 |
|
added mass |
1 |
|
an axially moving beam |
1 |
|
analogous method |
1 |
|
analytical modeling |
1 |
|
anchor bolt |
1 |
|
anchorage |
1 |
|
anisotropic |
1 |
|
anisotropic media |
1 |
|
anti-symmetric |
1 |
|
applied loads |
1 |
|
assessment |
1 |
|
atena software |
1 |
|
axial collapse |
1 |
|
axial load capacity |
1 |
|
axial load collapse |
1 |
|
axially moving beam |
1 |
|
axisymmetric crack |
1 |
|
b. modelling studies |
1 |
|
beam span (梁跨) |
1 |
|
beam theory |
1 |
|
beams & girders/buildings structures & design/concrete structures |
1 |
|
bearing resistance |
1 |
|
bearings |
1 |
|
betti identity |
1 |
|
bi-material |
1 |
|
bolt |
1 |
|
bolt connections (螺栓連接) |
1 |
|
bolt slippage |
1 |
|
bolted side-plate |
1 |
|
bonded anchor |
1 |
|
bonded anchor design method |
1 |
|
bonded bottom plate |
1 |
|
branched crack |
1 |
|
bridges |
1 |
|
buckling |
1 |
|
buildings, structures and design |
1 |
|
c. rust |
1 |
|
carbon textile reinforced mortar |
1 |
|
cement/cementitious materials |
1 |
|
characteristic cover thickness |
1 |
|
chord rotation angle |
1 |
|
cigenfunction |
1 |
|
circumferential crack |
1 |
|
civil engineering architecture |
1 |
|
closed-form analytical formulae |
1 |
|
cod fracture criterion |
1 |
|
code |
1 |
|
codrust |
1 |
|
columns |
1 |
|
composite structures |
1 |
|
computational physics |
1 |
|
concentrated load |
1 |
|
concrete and masonry structures |
1 |
|
concrete beam |
1 |
|
concrete cover tensile capacity |
1 |
|
concrete plate |
1 |
|
condensed matter: structural, mechanical & thermal |
1 |
|
constitutive formula |
1 |
|
constrained torsion |
1 |
|
coplanar interface cracks |
1 |
|
corner rebar |
1 |
|
coupled shear walls |
1 |
|
coupling bean (連梁) |
1 |
|
cover cracking |
1 |
|
cover delamination |
1 |
|
cover spalling |
1 |
|
crack |
1 |
|
crack characteristic |
1 |
|
crack evolution |
1 |
|
crack open displacement |
1 |
|
crack tip asymptotic field |
1 |
|
crack-tip singularity |
1 |
|
cracks & cracking |
1 |
|
crackseismic performance |
1 |
|
critical expansive pressure |
1 |
|
cubic nonlinearities |
1 |
|
curved beam |
1 |
|
curved beams |
1 |
|
curved composite box beams |
1 |
|
curved plate |
1 |
|
curved structure |
1 |
|
cyclic load |
1 |
|
cylindrical interface crack |
1 |
|
damper |
1 |
|
damper force feedback (dff) algorithm |
1 |
|
damping |
1 |
|
dapped-end beam |
1 |
|
deformation |
1 |
|
design |
1 |
|
design guidelines |
1 |
|
dic |
1 |
|
displacement field |
1 |
|
displacement-based |
1 |
|
displacement/strain contour |
1 |
|
dissimilar piezoelectric strips |
1 |
|
distortion |
1 |
|
distribution of rust |
1 |
|
drift |
1 |
|
durability-related properties |
1 |
|
dynamic |
1 |
|
dynamic fractures |
1 |
|
dynamic response |
1 |
|
dynamic stress intensity factor |
1 |
|
dynamics |
1 |
|
earthquakes |
1 |
|
eccentric compression loading |
1 |
|
eccentric load |
1 |
|
eccentricity |
1 |
|
effective stiffness |
1 |
|
efflorescence |
1 |
|
eigenfunction expansion |
1 |
|
elastic half space |
1 |
|
electric permeable crack surface |
1 |
|
electrically conductive interface crack |
1 |
|
electrically impermeable and magnetic permeable |
1 |
|
embedded steel plate |
1 |
|
energy density theory |
1 |
|
energy relate rate |
1 |
|
engineered cementitious composite (ecc) |
1 |
|
engineering |
1 |
|
espi technique |
1 |
|
excitation frequency |
1 |
|
experiment |
1 |
|
experimental study |
1 |
|
field intensity factor |
1 |
|
filtering speckle noise |
1 |
|
finite element analysis |
1 |
|
finite element method |
1 |
|
finite fourier transform |
1 |
|
flexural capacity |
1 |
|
floquet theory |
1 |
|
fluid-structure interaction |
1 |
|
foam concrete |
1 |
|
fractal |
1 |
|
fractal finite element |
1 |
|
fractal finite element method |
1 |
|
fractal mesh |
1 |
|
fracture |
1 |
|
fracture behavior |
1 |
|
fractured nuclear graphite |
1 |
|
freeze-thaw cycle |
1 |
|
frictional contact |
1 |
|
frictionless contacts |
1 |
|
frictionless interface |
1 |
|
frp bar |
1 |
|
full-field displacement |
1 |
|
functionally graded materials |
1 |
|
functionally graded strip |
1 |
|
functionally graded superconducting film |
1 |
|
generalized genetic algorithm |
1 |
|
generalized hyperbolic function |
1 |
|
generalized stress intensity factors |
1 |
|
genetic algorithm |
1 |
|
global ductility |
1 |
|
global interpolation |
1 |
|
graphite |
1 |
|
hankel transform |
1 |
|
heat flow |
1 |
|
heteroclinic bifurcation |
1 |
|
heteroclinic orbits |
1 |
|
heterogeneous strategy |
1 |
|
high temperature |
1 |
|
higher order terms |
1 |
|
higher-degree coefficients |
1 |
|
higher-order coefficients |
1 |
|
holistic design |
1 |
|
hong kong |
1 |
|
hopf bifurcation |
1 |
|
horizontal subgrade modulus |
1 |
|
hsu's method |
1 |
|
hybrid element |
1 |
|
hyperbolic perturbation method |
1 |
|
ihb method |
1 |
|
impermeable crack |
1 |
|
inclined crack |
1 |
|
incremental displacement collocation method |
1 |
|
inelastic response |
1 |
|
integral equation |
1 |
|
integral transform |
1 |
|
inter-story drift |
1 |
|
interface cracks |
1 |
|
interfacial stresses concentration |
1 |
|
internal resonance |
1 |
|
interpolation |
1 |
|
interstorey drift ratio |
1 |
|
inverse analysis |
1 |
|
irregular tall buildings |
1 |
|
isolator |
1 |
|
kirchhoff's theory |
1 |
|
knurled fasteners |
1 |
|
lateral restraint |
1 |
|
laterally restrained steel plate |
1 |
|
laterally-loaded rock socketted pile |
1 |
|
liquid-crystal-display (lcd) |
1 |
|
local ductility |
1 |
|
local, global ductility |
1 |
|
longitudinal interaction |
1 |
|
low-rise buildings |
1 |
|
low-to-moderate seismicity |
1 |
|
low-to-moderate seismicity regions |
1 |
|
magnetically dielectric crack |
1 |
|
magneto-electro-elastic strips |
1 |
|
magnetoelectrically permeable |
1 |
|
magnetoelectrically permeable crack |
1 |
|
magnetoelectroelastic behavior |
1 |
|
magnetoelectroelastic bimaterial |
1 |
|
magnetoelectroelastic layer |
1 |
|
magnetoelectroelastic plane |
1 |
|
magnetorheological (mr) fluid damper |
1 |
|
maximum aggregate size |
1 |
|
mee bimaterial |
1 |
|
mega-frame |
1 |
|
mixed analysis |
1 |
|
mixed mode |
1 |
|
modal response spectrum analysis |
1 |
|
mode-i problem |
1 |
|
modified kanai-tajimi model |
1 |
|
modular integrated construction |
1 |
|
mohr circle |
1 |
|
mohr's stress circle |
1 |
|
mohr’s circle |
1 |
|
moment connections |
1 |
|
mortar beam |
1 |
|
moving crack |
1 |
|
multiple interfacial cracks |
1 |
|
neutral axis |
1 |
|
node |
1 |
|
node confinement |
1 |
|
nodes |
1 |
|
non-flexural |
1 |
|
nuclear graphite |
1 |
|
numerical integration |
1 |
|
occasional earthquake |
1 |
|
optimal input current |
1 |
|
out-of-plane buckling |
1 |
|
out‐of‐plane buckling failure |
1 |
|
panel absorber |
1 |
|
partial transverse interaction |
1 |
|
passive confinement |
1 |
|
penny-shaped crack |
1 |
|
performance level |
1 |
|
period |
1 |
|
period lengthening |
1 |
|
period-doubling bifurcation |
1 |
|
piezoelectric materials |
1 |
|
piezoelectricity |
1 |
|
piston velocity feedback (pvf) algorithm |
1 |
|
planar crack |
1 |
|
plasticity truss model |
1 |
|
plate-end debonding |
1 |
|
plates |
1 |
|
population isolation |
1 |
|
post compressed plates |
1 |
|
post-compressed |
1 |
|
post-fire |
1 |
|
post-installed reinforcement |
1 |
|
postcompressed |
1 |
|
power spectral density (psd) |
1 |
|
pre-cambered steel plate |
1 |
|
precambered plate |
1 |
|
precise time integration algorithm |
1 |
|
preloaded |
1 |
|
principal stresses |
1 |
|
propagation direction |
1 |
|
quadratic programming |
1 |
|
quasi-brittle |
1 |
|
rare earthquake |
1 |
|
rc shear walls |
1 |
|
reclamation |
1 |
|
rectangular plate |
1 |
|
reduced integration |
1 |
|
reinforced concrete shear walls |
1 |
|
reinforcement anchorage |
1 |
|
reinforcement design |
1 |
|
reinforcing bars |
1 |
|
reissner plate |
1 |
|
repair |
1 |
|
resistance to aggressive environments |
1 |
|
resonance |
1 |
|
resonant frequencies |
1 |
|
response spectra |
1 |
|
rhombic superconducting strip |
1 |
|
rigid plastic |
1 |
|
rigid-body motion |
1 |
|
ring load |
1 |
|
rock site |
1 |
|
saddle-node bifurcation |
1 |
|
seismic analysis |
1 |
|
seismic assessment |
1 |
|
seismic axial collapse |
1 |
|
seismic behaviour |
1 |
|
seismic capacity |
1 |
|
seismic effects |
1 |
|
seismic engineering |
1 |
|
seismic hazard assessment |
1 |
|
seismic load |
1 |
|
seismic strengthening |
1 |
|
seismic strengthening (抗震加固) |
1 |
|
semi-active control |
1 |
|
shaking table tests |
1 |
|
shear concentration |
1 |
|
shear deformation |
1 |
|
shear failure |
1 |
|
shear stiffness |
1 |
|
shear-lag |
1 |
|
shear-locking free |
1 |
|
shrinkage and creep |
1 |
|
simplified inverse dynamics (sid) model |
1 |
|
singular integral equation |
1 |
|
singular integral equations |
1 |
|
site factor |
1 |
|
site natural period |
1 |
|
smeared crack model |
1 |
|
soil |
1 |
|
soil amplification |
1 |
|
soil site |
1 |
|
solid |
1 |
|
sound absorption |
1 |
|
sound transmission loss |
1 |
|
space-exact solution |
1 |
|
stability |
1 |
|
stability analysis |
1 |
|
state-space procedure |
1 |
|
steel and concrete composite |
1 |
|
steel composite |
1 |
|
steel composite structures |
1 |
|
steel jacket |
1 |
|
steel jacketing |
1 |
|
steel plate (鋼板) |
1 |
|
steel rebar corrosion |
1 |
|
steel studs |
1 |
|
steel-concrete composite beam |
1 |
|
stiffener |
1 |
|
stiffness factor |
1 |
|
strain profile |
1 |
|
strata |
1 |
|
strength circle of concrete |
1 |
|
strength-based design approach |
1 |
|
strengthened rc column |
1 |
|
stress intensity factor |
1 |
|
stress intensity factors |
1 |
|
stress-strain model |
1 |
|
strip |
1 |
|
structural engineering |
1 |
|
structure |
1 |
|
strut |
1 |
|
strut efficiency factor |
1 |
|
strut-and-tie method |
1 |
|
strut-and-tie model |
1 |
|
strut-and-tie modeling |
1 |
|
struts |
1 |
|
subsonic propagation |
1 |
|
symmetry-breaking bifurcation |
1 |
|
t-stress |
1 |
|
tension |
1 |
|
the location of the crack tip |
1 |
|
the oriented partial differential equations image processing |
1 |
|
thermal flux |
1 |
|
thin plate |
1 |
|
three-dimensional crack |
1 |
|
three-dimensional finite element analysis |
1 |
|
three-point bending |
1 |
|
tie |
1 |
|
ties |
1 |
|
time history analysis |
1 |
|
timoshenko beam |
1 |
|
timoshenko beam model |
1 |
|
torsion |
1 |
|
torsional impact |
1 |
|
transfer |
1 |
|
transfer girder |
1 |
|
transfer structures |
1 |
|
transformation |
1 |
|
transonic propagation |
1 |
|
transport current |
1 |
|
transport currents |
1 |
|
two-level |
1 |
|
two-level finite element |
1 |
|
ultimate load capacity |
1 |
|
unbounded problem |
1 |
|
unbounded problems |
1 |
|
uncoupled governing equations |
1 |
|
uniaxial compression |
1 |
|
vibration energies |
1 |
|
wasserstein distance |
1 |
|
weight functions |
1 |
|
williams expansion |
1 |
|
winkler approach |
1 |
|
worked example |
1 |
|
xfem |
1 |
|
yielding |
1 |
|
young's modulus of rust |
1 |
