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土木工程學系
國立成功大學
工學院
電話
886-6-2757575 Ext. 63100
電子郵件
[email protected]
網站
http://www.civil.ncku.edu.tw/
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查看啟用 土木工程學系 的研究主題。這些主題標籤來自此機構會員的作品。共同形成了獨特的指紋。
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Engineering & Materials Science
Earthquakes
100%
Soils
98%
Composite materials
68%
Buckling
67%
Reinforced concrete
57%
Stiffness
54%
Finite element method
54%
Liquefaction
50%
Fibers
49%
Sand
46%
Landslides
43%
Cracks
43%
Elasticity
42%
Concretes
41%
Piles
40%
Reinforcement
39%
Materials properties
39%
Pavements
37%
Friction
35%
Rocks
35%
Functionally graded materials
35%
Elastic moduli
34%
Steel
34%
Asphalt
33%
Temperature
33%
Phase change materials
32%
Computer simulation
30%
Hot Temperature
30%
Boundary conditions
29%
Rain
29%
Water
27%
Plastics
27%
Vibration analysis
26%
Ultra-high performance concrete
25%
Binders
25%
Fiber reinforced materials
25%
Soil liquefaction
25%
Laminates
24%
Cements
24%
Stress intensity factors
24%
Testing
23%
Torsional stress
23%
Seismic response
22%
Offshore wind turbines
22%
Fiber reinforced concrete
22%
Natural frequencies
21%
Asphalt concrete
21%
Foams
21%
Damping
20%
Scour
20%
Mechanical properties
20%
Laminated composites
20%
Constitutive models
20%
Bridge piers
19%
Dynamic response
19%
Fatigue of materials
19%
Circular cylinders
19%
Piezoelectricity
19%
Rubber
19%
Rails
19%
Polymers
18%
Fires
18%
Retaining walls
18%
Compaction
17%
Aspect ratio
17%
Rigidity
17%
Ventilation
17%
Heat transfer
17%
Compressive strength
17%
Volume fraction
17%
Experiments
16%
Bearing capacity
16%
Creep
16%
Polynomials
16%
Tensors
16%
Molecular dynamics
16%
Excavation
15%
Rebar
15%
Static analysis
15%
Steel fibers
15%
Engineered cementitious composite
15%
Asphalt pavements
15%
Costs
15%
Shear deformation
14%
Derailments
14%
Asphalt mixtures
14%
Metamaterials
14%
Fluids
14%
Engineers
14%
Nonlinear analysis
14%
Energy dissipation
13%
Disasters
13%
Seismic design
13%
Geometry
13%
Mortar
13%
Wavelet transforms
13%
Single-walled carbon nanotubes (SWCN)
13%
Numerical analysis
12%
Earth & Environmental Sciences
liquefaction
38%
soil
33%
earthquake
28%
landslide
25%
footing
24%
sand
21%
test
20%
sliding
20%
buckling
20%
vibration
19%
slope failure
19%
reinforcement
18%
analysis
18%
bearing capacity
16%
rock
15%
simulation
15%
geosynthetics
15%
rainfall
15%
retaining wall
14%
method
13%
evaluation
13%
stiffness
13%
shaking table test
13%
damage
12%
friction
11%
steel
11%
Chi-Chi earthquake 1999
11%
road
10%
mudstone
10%
effect
10%
geotextile
9%
reinforced concrete
9%
seismic response
9%
stability analysis
8%
cone penetration test
8%
pavement
8%
finite element method
8%
seismic design
8%
pore pressure
8%
sandstone
7%
backfill
7%
parameter
7%
material
7%
rock avalanche
7%
porewater
7%
train
7%
excavation
6%
failure mechanism
6%
slope stability
6%
experimental study
6%
trench
6%
shear test
6%
fen
6%
soil-structure interaction
6%
tunnel
6%
triaxial test
5%
damping
5%
wind turbine
5%
indicator
5%
ground motion
5%
gravel
5%
safety
5%
geogrid
5%
compression
5%
distribution
5%
shear strength
5%
loading test
5%
in situ
5%
Mathematics
Piezoelectric
27%
Three-dimensional
20%
Shell
17%
Composite
16%
Free Vibration
15%
Stress Intensity Factor
13%
Functionally Graded Materials
12%
Formulation
12%
Reinforced Concrete
12%
Phase Change Material
11%
Material Properties
11%
Asymptotic Theory
10%
Buckling
10%
Finite Element Analysis
10%
Modulus
10%
Performance
10%
Piezoelectricity
9%
Finite Element
9%
Dynamic Response
9%
Compression
9%
Torsion
9%
Model
9%
Steel
9%
Single-walled Carbon Nanotubes
9%
Stiffness
9%
Reproducing Kernel
8%
Inclusion
8%
Crack
8%
Indentation
8%
Taiwan
7%
Sandwich
7%
Half-space
7%
Influence
7%
Conduction
7%
Anisotropic Material
6%
Least Square Method
6%
Boundary conditions
6%
Reproducing Kernel Particle Method
6%
Transverse
6%
Composite Plates
6%
Timoshenko Beam
6%
Fiber
6%
Nonlinear Analysis
6%
Heat Transfer
6%
Cross section
6%
Nonlocal Elasticity
6%
Cylindrical Shell
6%
Shell Theory
6%
Carbon Nanotubes
6%
Sensing
6%
Benchmark
6%
Numerical Simulation
6%
Laminated Plates
5%
Nonlinear Finite Element
5%
Elasticity
5%
Evaluation
5%
Graphene
5%
Finite Element Method
5%
Heat
5%
Earthquake
5%
Design
5%
Imperfect Interface
5%
Demonstrate
5%
Multiple Time Scales
5%
Higher Order
5%
State Space
5%