|
concrete |
5 |
|
concrete structures |
5 |
|
beams |
4 |
|
bridges |
4 |
|
dynamics |
4 |
|
mathematical modelling |
4 |
|
prestressed concrete |
4 |
|
wind loading and aerodynamics |
4 |
|
annular plates |
3 |
|
built-in edge |
3 |
|
cables & tendons |
3 |
|
chebyshev polynomial |
3 |
|
chebyshev-ritz method |
3 |
|
circular plates |
3 |
|
composite structures |
3 |
|
concrete bridges |
3 |
|
ductility |
3 |
|
dynamic response |
3 |
|
eigen-frequency |
3 |
|
eigenfrequency |
3 |
|
elastic foundation |
3 |
|
elasticity |
3 |
|
elasticity solution |
3 |
|
finite element method |
3 |
|
flexural ductility |
3 |
|
free vibration |
3 |
|
high-strength concrete |
3 |
|
mixed boundary conditions |
3 |
|
natural frequencies |
3 |
|
physics - sound |
3 |
|
post-tensioning |
3 |
|
prism |
3 |
|
r-function |
3 |
|
rectangular plate |
3 |
|
reinforced concrete |
3 |
|
reinforced concrete beams |
3 |
|
ritz method |
3 |
|
skew thick plate |
3 |
|
steel bridge |
3 |
|
steel structures |
3 |
|
temperature |
3 |
|
temperature gradient |
3 |
|
thermal response |
3 |
|
thick circular plate |
3 |
|
thick rectangular plate |
3 |
|
three-dimensional analysis |
3 |
|
three-dimensional vibration |
3 |
|
time-dependent behaviour |
3 |
|
triangular cross-section |
3 |
|
unbonded tendons |
3 |
|
vibration |
3 |
|
age-adjusted elasticity modulus |
2 |
|
aggregate replacement |
2 |
|
beams & girders |
2 |
|
bending strength |
2 |
|
bridges - design and construction. |
2 |
|
bridges, steel |
2 |
|
bs8110 |
2 |
|
building frames |
2 |
|
building structure & design |
2 |
|
buildings, structure & design |
2 |
|
buildings, structures & design |
2 |
|
c0-continuous function |
2 |
|
cable relaxation |
2 |
|
cable-stayed bridge |
2 |
|
cable-stayed bridges |
2 |
|
ceramic |
2 |
|
ceramic waste |
2 |
|
complicated geometry |
2 |
|
computer networks |
2 |
|
computers |
2 |
|
concrete creep |
2 |
|
concrete shrinkage |
2 |
|
confinement |
2 |
|
construction sequence |
2 |
|
convex model |
2 |
|
crack control |
2 |
|
creep |
2 |
|
curvature ductility |
2 |
|
deep beam |
2 |
|
deformability |
2 |
|
design |
2 |
|
docking blocks |
2 |
|
during construction |
2 |
|
external tendons |
2 |
|
extreme analysis |
2 |
|
finite element |
2 |
|
finite element packages |
2 |
|
finite strip method |
2 |
|
finite strip method. |
2 |
|
folded plates |
2 |
|
frp筋 (fiber-reinforced polymers (frp) bar) |
2 |
|
full-range behaviour |
2 |
|
genetic algorithm |
2 |
|
heat transfer |
2 |
|
high strength concrete |
2 |
|
impact |
2 |
|
inverse problem |
2 |
|
late-cast strip |
2 |
|
longitudinal approximating functions |
2 |
|
mechanical properties |
2 |
|
midas fea |
2 |
|
modified beam vibration functions |
2 |
|
moving force identification |
2 |
|
moving mass identification |
2 |
|
moving trains |
2 |
|
moving vehicle |
2 |
|
numerical generation |
2 |
|
numerical simulation |
2 |
|
numerical solution |
2 |
|
optimal design |
2 |
|
optimization |
2 |
|
plate |
2 |
|
plates (engineering) |
2 |
|
podium structure |
2 |
|
practical method |
2 |
|
precast segments |
2 |
|
prestress |
2 |
|
prestressing |
2 |
|
pseudo-inverse |
2 |
|
railway bridges |
2 |
|
railway loading |
2 |
|
railway track |
2 |
|
random rail irregularities |
2 |
|
random vibration |
2 |
|
recycled aggregates |
2 |
|
recycling |
2 |
|
reinforced concrete floor |
2 |
|
robust design |
2 |
|
robust reliability |
2 |
|
seismic engineering |
2 |
|
seismic resistance |
2 |
|
semi-analytical finite strip |
2 |
|
serviceability |
2 |
|
shear wall |
2 |
|
shells (engineering) |
2 |
|
shrinkage |
2 |
|
shrinkage-adjusted elasticity modulus |
2 |
|
simplified method |
2 |
|
single-step method |
2 |
|
singular value decomposition |
2 |
|
stage construction |
2 |
|
sustainability |
2 |
|
sustainable materials |
2 |
|
tall buildings |
2 |
|
thermal gradients |
2 |
|
ultimate stress |
2 |
|
unbonded tendon |
2 |
|
uncertainty |
2 |
|
unsatisfactory degree function |
2 |
|
vehicular axle load |
2 |
|
wind resistance |
2 |
|
延性 |
2 |
|
斜钢筋 |
2 |
|
梁 (beam) |
2 |
|
梁柱节点 |
2 |
|
钢筋混凝土 (reinforced concrete) |
2 |
|
非线性有限元分析 (nonlinear finite element analysis) |
2 |
|
高强混凝土 |
2 |
|
admissible functions |
1 |
|
advanced probabilistic loading model |
1 |
|
asymmetrical sliding systems |
1 |
|
axial compression |
1 |
|
axial load |
1 |
|
axial load ratio |
1 |
|
baseline model |
1 |
|
baseline model calibration |
1 |
|
beam |
1 |
|
bending |
1 |
|
blast loading |
1 |
|
box girder bridge |
1 |
|
bridge |
1 |
|
bridge beam |
1 |
|
bridge pier |
1 |
|
bridge piers |
1 |
|
bridge-vehicle interaction |
1 |
|
bridges, arch |
1 |
|
buckling |
1 |
|
c30 |
1 |
|
c60 |
1 |
|
cable forces |
1 |
|
cable vibration |
1 |
|
cables & tendons concrete structures thermal effects |
1 |
|
carbon atoms |
1 |
|
carbon bond |
1 |
|
carbon fiber-reinforced polymer |
1 |
|
chebyshev polynomial of the first kind |
1 |
|
computation accuracy |
1 |
|
computation accuracy (穩定性分析) |
1 |
|
concrete ageing |
1 |
|
concrete bridge |
1 |
|
concrete cable-stayed bridges |
1 |
|
concrete members |
1 |
|
concrete spalling |
1 |
|
concrete strength |
1 |
|
concrete, reinforced |
1 |
|
conditional mean spectrum |
1 |
|
construction management |
1 |
|
continuous beams |
1 |
|
continuously welded rail |
1 |
|
corrugated steel web |
1 |
|
corrugated steel webs |
1 |
|
coupled systems |
1 |
|
creep coefficient |
1 |
|
critical region |
1 |
|
crout decomposed method |
1 |
|
cubic finite element |
1 |
|
curvature ductility factor |
1 |
|
damage detection |
1 |
|
deflection |
1 |
|
deflections |
1 |
|
design life |
1 |
|
design methods & aids |
1 |
|
deterministic analysis |
1 |
|
diaphragm |
1 |
|
direct shear |
1 |
|
displacement function |
1 |
|
displacement vectors |
1 |
|
distributed spring-damper element |
1 |
|
double-deck bridges |
1 |
|
ductility and deformability |
1 |
|
dynamic impact |
1 |
|
dynamic property |
1 |
|
earthquake accelerogram |
1 |
|
earthquake scenario |
1 |
|
earthquakes |
1 |
|
effective moment of inertia |
1 |
|
environmental vibration |
1 |
|
equivalent uniaxial stress-strain relationship |
1 |
|
experimental studies |
1 |
|
experimental study |
1 |
|
external prestressing |
1 |
|
external prestressing tendon |
1 |
|
external tendon |
1 |
|
failure characteristics |
1 |
|
failure mode |
1 |
|
fatigue assessment |
1 |
|
fatigue life |
1 |
|
fatigue reliability |
1 |
|
feedback control |
1 |
|
fem |
1 |
|
fibre-reinforced polymer |
1 |
|
finite element analysis |
1 |
|
finite element mesh |
1 |
|
finite element modeling |
1 |
|
finite element modelling |
1 |
|
finite strip analysis |
1 |
|
finite strips |
1 |
|
fire |
1 |
|
fire engineering |
1 |
|
fire loads |
1 |
|
fire resistance |
1 |
|
fire simulation |
1 |
|
fire tests |
1 |
|
fire-resistance analysis |
1 |
|
flange-web junction |
1 |
|
flat slabs |
1 |
|
flexural ductility design |
1 |
|
flexural strength |
1 |
|
flexural vibration |
1 |
|
folded plate structure |
1 |
|
frames |
1 |
|
free vibration analysis |
1 |
|
frequency |
1 |
|
frp |
1 |
|
full-range analysis |
1 |
|
full-range structural behaviour |
1 |
|
generalized padé approximation |
1 |
|
geometric nonlinearities |
1 |
|
geometric nonlinearity |
1 |
|
girder |
1 |
|
global buckling |
1 |
|
ground motion selection |
1 |
|
hamilton's principle |
1 |
|
health monitoring |
1 |
|
heat generation |
1 |
|
high-strength self-compacting concrete |
1 |
|
highly-correlated |
1 |
|
highway loading |
1 |
|
hogging moments |
1 |
|
homogenized initial system method |
1 |
|
hong kong region |
1 |
|
hydrocarbon fire curve |
1 |
|
impact excitation |
1 |
|
impact factor |
1 |
|
in-situ |
1 |
|
in-situ stiches |
1 |
|
in-situ stitches |
1 |
|
indirect approach |
1 |
|
initial cable force adjustment |
1 |
|
integral formula method |
1 |
|
interaction effect |
1 |
|
interface elements |
1 |
|
inverse matrix calculation |
1 |
|
joints |
1 |
|
kriging model |
1 |
|
lagrange piecewise interpolation polynomial |
1 |
|
laminated glass panel |
1 |
|
limit state design |
1 |
|
linear regression models |
1 |
|
load level |
1 |
|
localized fire model |
1 |
|
long-span bridges |
1 |
|
long-term behavior |
1 |
|
magneto-rheological damper |
1 |
|
material nonlinearity |
1 |
|
matrix exponential function |
1 |
|
mean stress effect |
1 |
|
measurement noise |
1 |
|
metal and composite structures |
1 |
|
mixed 2d and 3d model |
1 |
|
mode shape identification |
1 |
|
mode shapes |
1 |
|
model updating |
1 |
|
modular expansion joint |
1 |
|
moment capacity |
1 |
|
moment of inertia of cracked section |
1 |
|
moment redistribution |
1 |
|
moment-curvature relationship |
1 |
|
monolithic glass panel |
1 |
|
monorail trains |
1 |
|
monotonic and cyclic loading |
1 |
|
monotonic loading |
1 |
|
mortise-tenon joints |
1 |
|
multisensory system |
1 |
|
neural network |
1 |
|
neutral axis depth ratio |
1 |
|
non-reversed cyclic loading |
1 |
|
nonlinear analysis |
1 |
|
nonlinear dynamic analysis |
1 |
|
nonlinear single-bay frames |
1 |
|
nonlinear stiffness |
1 |
|
normalized contact point acceleration |
1 |
|
numerical integration |
1 |
|
numerical integration (數值積分) |
1 |
|
numerical model |
1 |
|
numerical modelling |
1 |
|
numerical stability |
1 |
|
numerical stability (精度分析) |
1 |
|
overpressure-impulse diagram |
1 |
|
parameter identification |
1 |
|
parameters estimation |
1 |
|
partial prestressing |
1 |
|
partially prestressed concrete |
1 |
|
plastic hinge length |
1 |
|
plastic hinges |
1 |
|
plastic rotation |
1 |
|
post- tensioning |
1 |
|
post-peak behaviour |
1 |
|
post-tenisioned concrete slab |
1 |
|
post-tensioned concrete slab |
1 |
|
post-tensioned flat slab |
1 |
|
posttensioned concrete bridge |
1 |
|
post‐peak stage |
1 |
|
precise time step integration method |
1 |
|
precise time step integration method (精細積分方法) |
1 |
|
prestressed concrete beams |
1 |
|
prestressed concrete bridge |
1 |
|
prestressed concrete bridges |
1 |
|
prestressed concrete girder bridges |
1 |
|
prestressed concrete sandwich beam theory |
1 |
|
prestressed concrete structures |
1 |
|
prestressed steel |
1 |
|
prestressing steel |
1 |
|
rail-bridge coupling element |
1 |
|
railway bridge |
1 |
|
rc beams |
1 |
|
rc columns |
1 |
|
reference-driven |
1 |
|
reinforced concrete columns |
1 |
|
reinforcement ratio |
1 |
|
reinforcement ratios |
1 |
|
relaxation |
1 |
|
relaxation model |
1 |
|
reliability analysis |
1 |
|
resettable sliding joints |
1 |
|
riding comfort |
1 |
|
road surface roughness |
1 |
|
road vehicles |
1 |
|
roughness profile |
1 |
|
sandwich beam theory |
1 |
|
sandwich panels with square-honeycomb cores |
1 |
|
segemental bridges |
1 |
|
segmental bridges |
1 |
|
segmental structures |
1 |
|
seismic behavior |
1 |
|
seismic design |
1 |
|
seismic isolation |
1 |
|
semi-active control |
1 |
|
semirigid technique |
1 |
|
sensitivity-enhanced structures |
1 |
|
shear |
1 |
|
ship impact |
1 |
|
ship mast |
1 |
|
simply supported bridge |
1 |
|
smeared crack approach |
1 |
|
spalling |
1 |
|
statistical analysis |
1 |
|
steel relaxation |
1 |
|
steel strength |
1 |
|
steel-concrete composite beams |
1 |
|
stiffness parameter |
1 |
|
stress analysis |
1 |
|
stress relaxation model |
1 |
|
structural analysis |
1 |
|
structural behavior |
1 |
|
structural dynamics |
1 |
|
structural health monitoring systems |
1 |
|
structural vibration |
1 |
|
structural-fire performance |
1 |
|
surface roughness |
1 |
|
surface roughness profile |
1 |
|
surrogate model |
1 |
|
tanker truck fire |
1 |
|
temperature effect |
1 |
|
temperature rise |
1 |
|
the calculation technique of matrix exponential function (矩陣指數計算) |
1 |
|
the crout decomposed method |
1 |
|
thermal creep |
1 |
|
thermal effects |
1 |
|
thermal interaction |
1 |
|
thermal relaxation |
1 |
|
thermal stress |
1 |
|
time integration method |
1 |
|
time-dependent |
1 |
|
time-dependent analysis |
1 |
|
time-frequency analysis |
1 |
|
time-varying characteristics |
1 |
|
track irregularity |
1 |
|
traffic flow variation |
1 |
|
train |
1 |
|
unbonded prestressing tendons |
1 |
|
unconditional stability |
1 |
|
unified dimensionless parameter |
1 |
|
unknown excitation |
1 |
|
vehicle bridge interaction |
1 |
|
vehicle-bridge interaction |
1 |
|
vehicle–bridge interaction |
1 |
|
vertical acceleration |
1 |
|
weigh-in-motion system |
1 |
|
zeros of the first chebyshev polynomial |
1 |
