Keyphrases
Turkey
73%
Recycled Aggregate Concrete
70%
Soil Layer
56%
Earthquake
53%
Strong Ground Motion
47%
Dynamic Analysis
44%
Two Dimensional
44%
Microtremor Survey
43%
Dinar
40%
Basin Edge Effect
40%
Dynamic Behavior
37%
Duzce Basin
30%
Aggravating Factors
30%
Site Conditions
27%
Alluvial Basin
27%
Microzonation
26%
Stiffness Properties
25%
Freeze-thaw
23%
Site Response
22%
Microtremor Array Measurement
22%
Peak Ground Acceleration
21%
Numerical Analysis
21%
Subbase Materials
21%
Pavement
20%
Motion Intensity
20%
Incident Angle
20%
2D Seismic
20%
Obliquely Incident Wave
20%
Seismic Response
20%
Basin Model
20%
Design Spectra
20%
Nonlinear numerical Analysis
20%
Dynamic Response Analysis
20%
Surface Motion
18%
Seismic Behavior
17%
Numerical Model
17%
Seismic Bedrock
17%
Fully Nonlinear
17%
Spectral Amplification
17%
Finite Difference
17%
Soil Conditions
16%
Ground Motion
16%
Liquefaction Potential
16%
Inner Part
16%
Difference Basis
15%
Site Class
15%
Degradation Curves
15%
PM4Sand
15%
Finite Element Analysis
15%
Microtremor
15%
Engineering
Ground Movement
100%
Two Dimensional
72%
Recycled Concrete Aggregate
70%
Dynamic Behavior
62%
Soil Layer
58%
Edge Effect
40%
One Dimensional
37%
Site Condition
35%
Base Material
32%
Seismic Response
30%
Pavement
30%
Model Basin
30%
Dynamic Response
29%
Ground Acceleration
28%
Soil Condition
27%
Thaw Cycle
26%
Stiffness Property
25%
Shear Wave Velocity
25%
Array Measurement
23%
Subbase Material
22%
Subsurface
21%
Resilient Modulus
20%
Incident Angle
20%
Incident Wave
20%
Frequency Domain
20%
Local Site
19%
Road
19%
Dynamic Boundary Condition
17%
Velocity Profile
17%
Shear Strain
16%
Shear Strength
16%
Induced Settlement
16%
Seismic Behavior
15%
Seismic Ground Response Analysis
15%
Numerical Model
15%
Directorate
12%
Frequency Content
12%
Time Domain
12%
Natural Aggregate
12%
Free Field
11%
Numerical Methods
11%
Surface Ground
11%
Seismic Wave
11%
Design Code
11%
Geotechnical Investigation
11%
Plastic Deformation
11%
Road Construction
11%
Electrical Power
10%
Wave Velocity
10%
Non-Linear Dynamic
10%
