Keyphrases
Airbag
15%
Australia
7%
Backup System
7%
Batch-to-batch Variability
7%
Bending Strength
7%
Bond Strength
7%
Bond Wrench
7%
Brick
7%
Character Strengths
7%
Constitutive Law
15%
Contemporary Constructions
7%
Cyclic Loading
7%
Cyclic Response
7%
Deflection
7%
Deterministic Model
7%
Displacement Capacity
7%
Elastic Modulus
7%
Elastic Stiffness
7%
Existing Buildings
7%
Failure Load
7%
Failure Mechanism
7%
Finite Element Model
15%
Fitting Distribution
7%
Flexural Tensile Strength
30%
Force History
7%
High Magnitude
7%
Load Arrangement
7%
Loading Type
7%
Lognormal Distribution
7%
Masonry
30%
Masonry Bond
7%
Masonry Materials
7%
Masonry Strength
15%
Masonry Veneer
100%
Masonry Wall
23%
Material Behavior
7%
Material Characterization Tests
15%
Material Model
7%
Material Properties
15%
Mid-range
7%
Model Errors
7%
Monotonic Loading
7%
Monte Carlo
23%
Mortar
15%
Mortar Joints
7%
Nonlinear FEA
15%
Numerical Techniques
7%
One-parameter
7%
Out-of-plane Loading
100%
Overall Behaviors
7%
Peak Displacement
7%
Peak Load
38%
Peak Pressure
7%
Peak Strength
7%
Polystyrene
7%
Probability Distribution
7%
Semi-cyclic
7%
Sensitivity Analysis
7%
Service Life
7%
Spatial Analysis
30%
Spatial Stochastic Models
7%
Spatial Variability
23%
Stiffness
23%
Stochastic Assessment
100%
Stochastic Finite Element Analysis
15%
Stochastic Finite Element Model
15%
Stochastic Sensitivity Analysis
7%
Strength Capacity
7%
Strength Model
7%
Structural Fragility
7%
Structural Reliability
7%
Stud
23%
Subassembly
15%
Support Frame
7%
System Behavior
15%
System Failure
23%
System Peak
30%
System Strength
7%
System Testing
7%
Temporal Variability
7%
Tension Stiffness
7%
Tie Force
7%
Timber
46%
Timber Material
7%
Unreinforced Masonry
100%
Veneer Walls
100%
Wall Components
15%
Wall Interaction
7%
Wall Strength
7%
Wall System
100%
Wall Tests
23%
Wall Ties
23%
Engineering
Australia
16%
Bending Strength
16%
Bond Strength
16%
Boundary Condition
16%
Cyclic Loading
16%
Elastic Stiffness
16%
Experimental Investigation
16%
Experimental Result
16%
Experimental Technique
16%
Failure Load
16%
Failure Mechanism
16%
Fem Model
33%
Finite Element Analysis
100%
Full Scale
33%
Input Parameter
16%
Joints (Structural Components)
16%
Loading Plane
100%
Loading Type
16%
Lognormal Distribution
16%
Material Behavior
16%
Material Model
16%
Mean Value
16%
Metal Tie
16%
Model System
16%
Modulus of Elasticity
16%
Monotonic Loading
16%
Numerical Technique
16%
Peak Load
83%
Peak Pressure
16%
Peak Strength
16%
Service Life
16%
Stochastic Finite Element Model
33%
Structural Reliability
16%
Subassemblies
33%
System Behavior
33%
Test Material
16%
Test Result
16%
Test System
16%
Ultimate Tensile Strength
66%
Unreinforced Masonry
100%