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 |