|
creep |
5 |
|
bridges |
4 |
|
dynamics |
4 |
|
education & training |
4 |
|
hong kong |
4 |
|
mathematical modelling |
4 |
|
recruitment |
4 |
|
wind loading and aerodynamics |
4 |
|
bearing capacity |
3 |
|
behaviour |
3 |
|
cables & tendons |
3 |
|
collaborative working |
3 |
|
comparing |
3 |
|
composite structures |
3 |
|
concrete |
3 |
|
concrete structures |
3 |
|
conservation of natural resources |
3 |
|
consolidation |
3 |
|
construction and demolition (c&d) materials |
3 |
|
construction effect |
3 |
|
construction materials - standards |
3 |
|
crack |
3 |
|
cracking |
3 |
|
design |
3 |
|
digital image processing |
3 |
|
distributed artificial intelligence |
3 |
|
driven piles |
3 |
|
environmental monitoring |
3 |
|
failure prediction |
3 |
|
field test |
3 |
|
field tests |
3 |
|
field-scale pilot test |
3 |
|
fractured rock mass |
3 |
|
full-scale tests |
3 |
|
geotechnical instrumentation |
3 |
|
granite |
3 |
|
gray prediction |
3 |
|
grout flow |
3 |
|
grout penetration |
3 |
|
high consolidation stress |
3 |
|
indirect tensile test |
3 |
|
inhomogeneity |
3 |
|
initiation and propagation |
3 |
|
intelligent agent |
3 |
|
interactions |
3 |
|
jacked pile |
3 |
|
jacked piles |
3 |
|
knowledge modelling |
3 |
|
laboratory apparatus |
3 |
|
large consolidometer |
3 |
|
load test |
3 |
|
load tests |
3 |
|
materials testing - instrumentation - methods |
3 |
|
neutral point |
3 |
|
numerical modeling |
3 |
|
numerical simulation |
3 |
|
oceans and seas |
3 |
|
ontology |
3 |
|
pile driving |
3 |
|
pile foundations |
3 |
|
piles |
3 |
|
pore pressures |
3 |
|
preformed pile |
3 |
|
quality control |
3 |
|
recycling |
3 |
|
refuse disposal - methods |
3 |
|
residual soils |
3 |
|
residual stress |
3 |
|
rock-socketd pile |
3 |
|
sand |
3 |
|
sands |
3 |
|
sandstone |
3 |
|
sandy soil |
3 |
|
seawall foundation |
3 |
|
shaft resistance |
3 |
|
soil-structure interaction |
3 |
|
steel bridge |
3 |
|
steel structures |
3 |
|
stochastic fractures |
3 |
|
temperature |
3 |
|
temperature gradient |
3 |
|
thermal response |
3 |
|
time effect |
3 |
|
water pollution, chemical - prevention & control |
3 |
|
3d laser scanning |
2 |
|
acoustic detection |
2 |
|
acoustic emission |
2 |
|
age-adjusted elasticity modulus |
2 |
|
algorithms |
2 |
|
ambient vibration |
2 |
|
bending plate |
2 |
|
boundary collocation method |
2 |
|
building frames |
2 |
|
cable-stayed bridge |
2 |
|
cable-stayed bridges |
2 |
|
complex stress functions |
2 |
|
compression test |
2 |
|
constant loading test |
2 |
|
constitutive model |
2 |
|
crack control |
2 |
|
damage |
2 |
|
damage degree |
2 |
|
damping ratio |
2 |
|
dilatancy |
2 |
|
dynamic response |
2 |
|
earthquake |
2 |
|
elastic modulus |
2 |
|
failure process |
2 |
|
failures |
2 |
|
finite element |
2 |
|
finite element method |
2 |
|
flow |
2 |
|
fractal dimension |
2 |
|
fracture |
2 |
|
friction |
2 |
|
heterogeneous |
2 |
|
high-strength concrete |
2 |
|
hong kong granite |
2 |
|
imaging techniques |
2 |
|
iterative methods |
2 |
|
late-cast strip |
2 |
|
localization |
2 |
|
micro cracking |
2 |
|
mineral grain |
2 |
|
natural periods |
2 |
|
non-structural components |
2 |
|
optimization |
2 |
|
parametric studies |
2 |
|
podium structure |
2 |
|
pull-out resistance |
2 |
|
random vibration |
2 |
|
reinforced concrete |
2 |
|
reinforced concrete floor |
2 |
|
reliability theory |
2 |
|
rock joint |
2 |
|
rock mechanics |
2 |
|
rock weibull |
2 |
|
rock-socketed pile |
2 |
|
rocks |
2 |
|
roots enforcement |
2 |
|
serviceability |
2 |
|
shear band |
2 |
|
shear failure |
2 |
|
shear strength |
2 |
|
shear strength criterion |
2 |
|
shearing resistance |
2 |
|
shrinkage |
2 |
|
shrinkage-adjusted elasticity modulus |
2 |
|
simplified method |
2 |
|
slope stability |
2 |
|
soil |
2 |
|
stability analysis |
2 |
|
stage construction |
2 |
|
strain softening |
2 |
|
strength degradation |
2 |
|
stress intensity factors |
2 |
|
structural engineering |
2 |
|
symmetric and asymmetric structural configurations |
2 |
|
tensile strength |
2 |
|
tension failure |
2 |
|
test |
2 |
|
vehicular axle load |
2 |
|
vetiver grass |
2 |
|
vibration |
2 |
|
weibull |
2 |
|
wind |
2 |
|
剪切破壞模式 (shear failure mode) |
2 |
|
加載條件 (loading conditions) |
2 |
|
壓剪斷裂 (compression shear fracture) |
2 |
|
尺寸效應 (size effect) |
2 |
|
巖爆 (rock burst) |
2 |
|
巖爆 (rock-burst) |
2 |
|
巖爆 (rockburst) |
2 |
|
巖石 (rock) |
2 |
|
巖體斷裂 (rock fracture) |
2 |
|
強度準則 (strength criterion) |
2 |
|
復型技術 (replica technique) |
2 |
|
微裂紋觀察 (microcrack observation0 |
2 |
|
應力強度因子 (stress intensity factors) |
2 |
|
應力狀態 (stress state) |
2 |
|
拉剪斷裂 (tension shear fracture) |
2 |
|
斷裂準則 (fracture criteria) |
2 |
|
本構模擬 (constitutive modeling) |
2 |
|
極限深度 (limiting depth) |
2 |
|
模擬試驗 (simulation testing) |
2 |
|
礦物破壞 (mineral failure) |
2 |
|
節理巖體圓形洞室 (circular cavern with joints) |
2 |
|
聲發射 (acoustic emission) |
2 |
|
變形和破壞局部化 (localized deformation and failure) |
2 |
|
離散單元法 (discrete element method) |
2 |
|
b-spline |
1 |
|
bounded interval |
1 |
|
buffeting |
1 |
|
geometrically nonlinear |
1 |
|
suspension bridge |
1 |
|
wavelet |
1 |
|
wind simulation |
1 |
