INIS
adobe
16%
anisotropy
22%
applications
50%
approximations
12%
assessments
38%
attenuation
16%
boundary conditions
16%
bridges
33%
capacity
76%
classification
16%
colombia
92%
comparative evaluations
40%
computerized simulation
41%
construction
23%
coupling
33%
cylinders
12%
damage
28%
data
30%
decision making
21%
demand
16%
density
12%
deposits
19%
depth
14%
design
46%
detection
18%
disasters
16%
distribution
44%
dynamics
23%
earthquakes
19%
engineering
15%
environment
22%
equilibrium
20%
evaluation
51%
explosives
16%
failures
51%
finite element method
40%
floods
16%
foundations
33%
friction
25%
fuzzy logic
16%
gases
16%
geomorphology
18%
geostatistics
16%
grain size
16%
hazards
31%
hydrodynamics
28%
implementation
19%
indicators
12%
information
15%
instability
100%
interactions
20%
laboratories
17%
landslides
38%
levels
17%
liquefaction
43%
loading
14%
losses
18%
management
22%
matrices
16%
matrix materials
33%
modeling
56%
neural networks
16%
numerical analysis
20%
particles
25%
performance
18%
phase transformations
16%
physics
16%
piles
16%
planning
16%
probability
54%
randomness
16%
reliability
83%
risks
22%
rivers
15%
rocks
16%
roughness
16%
safety
25%
sand
67%
shear
78%
simulation
44%
size
12%
slope stability
50%
soils
80%
space
22%
steels
38%
strains
22%
surfaces
24%
tomography
16%
tools
13%
values
15%
variations
28%
velocity
29%
venezuela
16%
voids
17%
volume
12%
vulnerability
67%
walls
22%
water resources
16%
weathering
16%
x radiation
16%
Engineering
Actual Force
16%
Ambient Condition
16%
Anisotropic
11%
Annual Probability
16%
Bayes Theorem
16%
Bearing Capacity
30%
Boundary Condition
30%
Cast-in-Place
16%
Coefficient of Variation
8%
Conditional Distribution
16%
Confining Pressure
22%
Constitutive Model
76%
Construction Process
13%
Continuous Medium
25%
Continuum Approach
22%
Continuum Mechanics
16%
Controllability
16%
Data Logging
16%
Deformation Mode
8%
Dense Sand
8%
Densification
16%
Detailed Review
16%
Digital Elevation Model
25%
Discrete Element
58%
Dynamic Response
25%
Dynamic Stress
16%
Effective Stress
20%
Element Method
33%
Engineering
12%
Excess Pore Pressure
12%
Experimental Result
14%
Expert Opinion
11%
Exponential Function
16%
Factor of Safety
33%
Failure Probability
16%
Finite Element Analysis
61%
Flow Instability
8%
Flow Liquefaction
16%
Friction Angle
54%
Granular Soil
8%
Groundwater Level
8%
Intrinsic Property
16%
Joint Probability Distribution
16%
Joints (Structural Components)
16%
Load Limits
33%
Loading Condition
22%
Local Area
16%
Lognormal Distribution
16%
Loose Sand
8%
Matrix Material
33%
Measured Value
16%
Mechanical Property
30%
Mechanical Response
16%
Multiscale
33%
Multiscale Modeling
33%
Numerical Methods
13%
Numerical Modeling
18%
Numerical Study
16%
Pile Diameter
16%
Plasticity Model
8%
Potential Instability
11%
Proof-of-Concept
16%
Rainfall Intensity
25%
Random Variable ξ
16%
Reliability Analysis
25%
Reliability Based Design
33%
Reliability Index
16%
Resistance Ratio
8%
Resultant Damage
16%
Retaining Walls
16%
Return Period
25%
Safety Analysis
16%
Safety Margin
16%
Sandy Soil
16%
Seismic Hazard
16%
Seismic Loading
16%
Seismic Loads
16%
Seismic Vulnerability
66%
Shallow Foundation
33%
Shear Band
50%
Shear Strength
16%
Slope Stability
50%
Smooth Particle Hydrodynamics
33%
Soil Deposit
12%
Spatial Distribution
16%
Sphericity
16%
Steel Bridges
33%
Strain Gage
16%
Strain Plane
16%
Stress Condition
16%
Stress Ratio
30%
Stress-Strain Relations
11%
Strong Interaction
16%
Structural Reliability
50%
Structural System
10%
Surface Area Ratio
16%
Tower
16%
Volume Ratio
16%
Water Resource
16%
Wave Reflection
16%
Keyphrases
Analysis Application
16%
Annual Probability
11%
Artificial Neural Network
16%
Bearing Capacity Analysis
16%
Blast Densification
16%
Block Shape
8%
Bridge Tower
16%
Building Bridges
8%
Cast-in-place
16%
Cold Joint
16%
Colluvial Deposits
12%
Colombia
25%
Conditioning Factors
11%
Constructive Method
16%
Continuous Medium
8%
Coupling Scheme
16%
Cyclic Shear Strength
8%
Datalog
16%
Diffuse Instability
16%
Disaster Risk Management
16%
Discrete Element Method
16%
Drained Condition
20%
Dynamic Response
13%
Elastoplasticity
11%
Element Modeling
8%
Epicentral Intensity
11%
Exceedance Probability
11%
Flash Flood Modeling
16%
Flow Liquefaction
16%
Friction Angle
16%
Fuzzy Ranking
16%
General Stress
16%
Geostatistical Analysis
16%
Group Decision Model
16%
Hazard Response
16%
Historical Series
8%
Homogeneous Material
8%
In-matrix
16%
Initial Stress Anisotropy
16%
Inner Force
16%
Instability Detection
16%
Instability Failure
8%
Instability Line
16%
Intensity Attenuation
11%
International Regulation
11%
Laws of Physics
16%
Limit Equilibrium
16%
Line-based
16%
Liquefaction
16%
Load Capacity
22%
Load Test
11%
Manning's Roughness Coefficient
16%
Mass Movement
16%
Mechanical Deterioration
16%
Method Coupling
16%
Natural Vibration
16%
Number of Neurons
8%
Output Layer
8%
Phase Transformation
11%
Pile Design
11%
Piura
16%
Potential Instability
8%
Private Companies
8%
Probabilistic Evaluation
16%
Reconstitution
11%
Rehabilitation Task
16%
Reliability Design
16%
Reliability-based Design
16%
Resistance Loss
9%
Response Spectrum
16%
Retaining Wall
16%
Safety Margin
16%
Sand Liquefaction
16%
Sand Samples
11%
Seismic Dynamic Response
16%
Seismic Intensity
16%
Seismic Load
16%
Seismic Vulnerability
33%
Shallow Foundation
16%
Shear Band
16%
Shear Capacity
11%
Slope Analysis
8%
Slope Instability
8%
Slope Stability
16%
Small Diameter
16%
Smoothed Particle Hydrodynamics
16%
Static Liquefaction
12%
Static Structural
16%
Steel Bridge
16%
Strainer
11%
Stress Dynamics
16%
Structural Reliability
33%
Structure Reliability
16%
Surface Area Ratio
8%
Territorial Systems
16%
Transformation Surface
11%
Undisturbed Sample
16%
Undrained Stability
20%
Volumetric Proportion
8%
Water Resources Planning
16%